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Summary of Findings
Measuring Results of the Lesotho Rural Water Activity
January 4, 2018
The MCC compact with Lesotho was a five-year investment (2008-2013) of $362.5 million. The $40.1 million Rural Water activity is the subject of an independent impact evaluation summarized here.
- This activity aimed to increase access to improved water and sanitation in order to reduce (i) time spent collecting water and caring for the sick, (ii) incidence of water-related illness, and (iii) spending on medical care, and ultimately, increase productive activity and household incomes.
- Over 29,000 VIP latrines and 175 water systems were constructed by the end of the Compact, with another 75 water systems completed post-compact with funding from the Government of Lesotho.
- The program was found to have impacts on short-term outcomes including time spent collecting water and use of toilets. However, impacts on outcomes such as diarrhea prevalence and household income were not detected.
- This evaluation underscores the importance of ensuring coordination between the various program components that are necessary to achieve results, which did not happen sufficiently in this case.
- This evaluation is complete and there are no next steps.
In Context
The MCC compact with Lesotho was a five-year investment (2008-2013) of $362.5 million in three projects: Health, Water, and Private Sector Development. The Water Project included four major activities, Metolong Dam, Urban and Peri-Urban Water Network, Wetlands Restoration and Conservation, and Rural Water Supply and Sanitation (Rural Water). The $40.1 million Rural Water activity is the subject of an independent impact evaluation released by MCC on January 4th 2018, the results of which are summarized here. This component represents 11 percent of the total compact. This funding was complemented by approximately $16 million from the Government of Lesotho (GOL), which has not been factored into the preceding percentage. Other components of the compact are the subject of forthcoming independent evaluations.
Program Logic
Access to improved water in rural areas remained relatively static at 75-77 percent in the 25 years between 1990 and 2015, while improved sanitation in rural areas only grew from 20 to 28 percent during the same period.
The Rural Water activity aimed to construct 250 community water systems and 27,245 household-level ventilated improved pit (VIP) latrines. 1 The water systems served an average of 600 people each and consisted of either boreholes with hand pumps, gravity-fed spring catchment systems, solar-powered, or electric pumping systems.
By increasing access to improved water and sanitation, households were expected to save time in the collection of water and experience a reduction in the incidence of water-related illness, leading to a reduction in medical expenditure, and less time spent being sick and caring for the sick. Ultimately, these outcomes were expected to lead to an increase in productive activity and an increase in household income.
It is important to note that while this reflects the overall logic of the intervention, the ex-ante economic analysis conducted by MCC during compact development indicated that the costs of the activity outweighed the benefits. This is because the baseline level of water-related illness was low as was the probability of translating time savings into income generation given overall employment levels in rural areas, and expectations for increases in non-wage production.
For a more detailed version of the program logic, please refer to page 45 of the Rural Water Evaluation Design Report, which can be found here: https://data.mcc.gov/evaluations/index.php/catalog/137/download/613.There were several key assumptions underlying the Rural Water program logic during the design of the investment:
- The Department of Rural Water and Sanitation (DRWS) would provide complementary training in hygiene awareness and sanitation to Village Water and Health Committees (VWHC) before construction, and would also provide aftercare training to VWHCs after construction
- Community members would adopt improved hygiene behaviors and water would not be stored in contaminated containers
- VWHCs would support community members' pursuit of proper hygiene and sanitation practices
- Water minders would be prepared to maintain water systems and would remain in their communities
- DRWS would provide ongoing support, including trainings when necessary and perform maintenance beyond what could be completed by the village water minders
The program logic also implicitly assumes that appreciable decreases in water-related illness are possible and opportunities to increase productive activity are available. However, as mentioned above, the ex-ante economic analysis questioned the validity of these assumptions.
Measuring Results
MCC uses multiple sources to measure results, which are generally grouped into monitoring and evaluation sources. Monitoring data is collected during and after compact implementation and is typically generated by the program implementers; it focuses specifically on measuring program outputs and intermediate outcomes directly affected by the program. However, monitoring data is limited in that it cannot reflect the full range of targeted outcomes and cannot tell us whether changes in key outcomes are attributable solely to the MCC-funded intervention. The limitations of monitoring data is a key reason why MCC invests in independent evaluations to assess the achievement of a broader set of program outcomes. When feasible, MCC supports impact evaluations, which use a counterfactual to assess what would have happened in the absence of the investment and thereby estimate the impact of the intervention alone. When estimating a counterfactual is not possible, MCC invests in performance evaluations, which compile the best available evidence and assess the likely impact of MCC investments on key outcomes.
Monitoring Results
The following table summarizes performance on output and outcome indicators specific to the evaluated program.
|Baseline (2008)
|Actual Achieved (09/2013)
|Percent Complete
|VIP latrines built
|Water points constructeda
|Water minders trained
Source: (Closeout ITT from June 2015, which includes data through the end of the compact, based on reporting from construction contractors and DRWS)
a "Water points constructed" is an MCC Common Indicator; for the Lesotho Compact, each water system was considered one "water point constructed" so this work would be captured by the Common Indicator.
b The remaining water systems were completed post-Compact with funding from the GOL.
The average completion rate of output targets is 90 percent and targets were met or exceeded in one of the three output indicators. 2
Evaluation Questions
The evaluation was designed to test the following hypotheses:
- Access to improved water systems increases household use of safe drinking water
- Installation of a VIP increases use of improved sanitation
- Access to improved water source reduces time spent collecting water
- The Rural Water activity would result in the following:
- Reduced incidence of water related illness
- Reduced expenditure on medical care
- Increased school attendance
- Time savings to households associated with better health status
- Increased productive activity and household income
The evaluation covered issues related to morbidity and the probability of employment but it did not cover the following benefit streams that were modeled in the economic analysis of the program:
- Reduction in under-5 mortality rates as result of increased water supply
- Value of Labor Time
The original evaluation design did not discuss this departure from the economic analysis. However, as referenced in the revised Evaluation Design Report, MCC did not require the evaluator to link the midline evaluation results to the economic analysis: https://data.mcc.gov/evaluations/index.php/catalog/137/download/613
Evaluation Results
The Rural Water evaluation was based on a randomized rollout design with a 6-9 month gap planned between the end of construction of 50 (early) treatment water systems, and the start of the 50 control (i.e., delayed treatment) water systems. However construction delays resulted in 11 or approximately 20% of the treatment systems undergoing construction concurrently with the control systems, which raised questions about the internal validity of the original evaluation design. The evaluator addressed these concerns by using different model specifications.
The evaluator's preferred specification is the instrumental variable (IV) model because it exploits the randomized treatment assignment, while accounting for the delays that occurred. The results reported below are from the IV specifications. Results from all of the models can be found in the report.
|NORC at the University of Chicago
|Impact or Performance?
|Random Assignment
|Evaluation Period
|The activity was implemented from October 2009 through September 2013*
Baseline data collection: December 2010
Midline data collection: November-December 2012; April 2013
*Although the Lesotho Compact ended in September 2013, construction continued post-Compact on uncompleted works with funding provided by the GOL.
|Increased access to improved water sources, sanitation, time savings
|· The program increased the likelihood of households using improved water sources by 50 percentage points, increased the percentage of household members using an improved toilet by 59 percentage points, and increased the likelihood of all household members using an improved toilet by 35 percentage points.
· On average, the program also reduced time spent collecting water by 44 minutes per day, which represents a significant reduction from the baseline mean of 105 minutes per day.
|Health and Productive Activity
|· The evaluation tested multiple outcomes related to diarrhea but no statistically-significant impacts were found. The evaluator observes that, despite lacking statistical significance, most of the specifications show a negative coefficient for the program and diarrheal incidence, which is consistent with the program logic.
· Consistent with the weak findings on diarrhea, there were no statistically significant impacts on either expenditures on medical care, or missed school or work days due to diarrhea. However, this is not surprising considering the low baseline levels in these outcomes where only 10% of households had a member with diarrhea in the last two weeks, less than 1% spent money seeking medical care, and only 3% missed school or work due to diarrhea.
· The evaluation estimated the impact of the program on 11 different labor outcomes but only found a statistically significant effect on the likelihood that women worked one hour or more in the past two weeks. The fact that women were the ones saving time on water collection as a result of the program suggests that if the program was going to have any effect on labor outcomes, those effects should be primarily observed on female labor outcomes. However, no differences were detected in the actual number of hours worked by women.
· The loss of statistical power to detect changes could have affected the evaluation's ability to detect small differences. Furthermore, the evaluator suggests that the limited effects on labor could be driven by low demand for labor, which is consistent with the ex-ante economic analysis.
|Effect on household income attributable to MCC
|The evaluation did not detect an impact on household income.
Lessons Learned
- Ensure the efficiency of MCC investments. The ex-ante cost-benefit analysis of this Activity estimated that costs exceeded benefits, and the evaluation supported this expectation, finding relatively small impacts on time saving and no impacts on water-borne illness. These analyses suggest that there were likely more efficient uses for MCC's funding. Adhering to MCC's recently-adopted investment criteria should help ensure the efficiency of MCC investments going forward. In addition, during project design, teams can use early economic analysis to establish a cap for the cost of a project given the benefits that can be expected and work to ensure the project investment does not exceed that cost ceiling without a commensurate increase in expected benefits.
- Improve coordination between various program components to achieve results. MCC funded the construction works under the Rural Water activity while DRWS led the complementary hygiene and sanitation training with little coordination from MCA. As a result, perhaps, the training preceded construction by years in some cases and 73% of the aftercare trainings still had not been completed as of June 2016. Given the importance of these trainings to the overall logic and results of the intervention, MCC and MCA should have played a larger role in developing the content, overseeing implementation, and ensuring coordination with construction work.
- Improve coordination between intervention and evaluation to learn what works. Although the trainings were intended to contribute to results, we cannot test the impact of them directly since they were not factored into the evaluation design. In addition, because many of the trainings preceded baseline data collection, we do not have a true baseline for those outcomes. Better planning and coordination could have created greater opportunities for learning.
- Test key assumptions. DRWS provided hygiene and sanitation training to communities to encourage good hygiene behaviors and provide information about the new sanitation facilities. While the household survey investigated hygiene behaviors, the evaluation did not test water samples to assess the quality at the point of source or point of consumption. As such, we are not able to test the critical assumptions that the new water sources do in fact result in increased consumption of higher quality water and that households are not inadvertently contaminating water after collecting it.
- Rigorously plan for and monitor data quality. Among the biggest challenges to this evaluation were those related to data collection and processing. The Lesotho Bureau of Statistics, which conducted the surveys, deviated from the data collection plan during both rounds of data collection, which impacted both data quality and the sample size. The following solutions might have helped with these problems: aligning incentives of the survey firm and MCC/MCA/the evaluator; technological solutions such as electronic data collection, which allows for real-time monitoring of progress, fidelity to the sample design, and data quality; and ensuring the evaluator had sufficient and continued oversight of survey operations throughout the field period to safeguard data quality.
- Be cautious when pursuing randomized rollout designs. The Lesotho Compact attempted two randomized rollout evaluation designs and both suffered delays that threatened their internal validity and compromised their statistical power. Ultimately, the Rural Water evaluation was preserved, while the Health evaluation was not. This challenge is not unique to Lesotho. Given MCC's five-year implementation timelines, the time taken to prepare for implementation, and the realities that often occur on the ground, completing one phase of implementation and ensuring a sufficient lag before the beginning of another phase, can be very difficult and should be considered carefully and commitment of relevant parties secured before investing significant resources in this type of design.
Next Steps
The evaluation design contemplated a third round of data collection to explore the trajectory of results over time. However, having reviewed the 2012/13 follow-up results, NORC and MCC agreed that an additional round of data collection was unlikely to improve our understanding of the program impacts measured at midline.
NORC proposed two alternative endline studies for MCC's consideration: (1) assessing physical and cognitive outcomes for children who were age 0-2 years at baseline or (2) assessing the current status of supported infrastructure, hygiene-related behaviors, and community support structures. Both options represent interesting opportunities. However, since the first option goes beyond the outcomes initially targeted, coupled with the weak health effects found at follow-up, MCC did not consider it a promising investment. The second option is quite relevant but given that MCC and MCA-Lesotho had very little involvement in the complementary training on behavior change and sustaining the rural water infrastructure, the second option does not represent a direct evaluation of the MCC-funded intervention which makes it less relevant as a standalone study.
This evaluation is complete and there are no planned next steps.

subset: commoncrawl


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Dubai: An interactive science exhibition called 'Wafi's Science Factory' will run in collaboration with 'World Touring Exhibitions' at Wafi Mall from February 26 to mid-April. The activation will combine both knowledge and fun challenges where visitors can experience and play with science. Produced in conjunction with a team of scientists, physicists, geologists and astronomers, these exhibits will cater to adults, students, children and people of all ages.
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BRAVO Cucina Italiana - Albuquerque - Uptown
Top Tags:
Service was very good. The food was good but not outstanding. The quality of the food at Trombinos is more to my taste
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Service was amazing! Really made the meal enjoyable!
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This is one of ABQ's premium places to dine and bring out of town guests.
All was excellent 🍝🍴👨🏻🍳
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No broccoli, couldn't substitute asparagus, no blue cheese dressing either? The pesto pasta dish was dry, and average at best, as was the lobster ravioli. The fillet minion was excellent, and the only plate worth having at this table, we thought.
We had great appetizers and entrees and had a good time.
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The food was good but the service was so bad. It spoiled the pleasure for my guests
Exceptional service!
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Food was great as always.
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We dine here whenever we are in Albuquerque. Food, service, everything is always excellent
It was a special dinner with my granddaughter. We both had lobster ravioli and it was delicious.


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Beef Stroganoff: the one dish I've made since junior high school. My mom taught me how to make it when she was working full-time as a single-parent. It became one of my favorite meals that I made for our family during the week. I still love it. Yes, this recipe has canned cream of mushroom soup in it. I'm sorry. Just go with it. Or make your own if you'd like. This is not a fancy gourmet recipe; but it certainly fills the need for hearty comfort food.
Beef Stroganoff
1 cup chopped onion (yellow or white)
2 cloves minced garlic
1 lb. ground beef
2 Tbsp. flour
1/2 tsp. Kosher salt
1/4 tsp. ground pepper
8 oz. pkg. of portobello mushrooms, sliced
1 beef bouillon cube melted in 1/2 cup water (in the microwave)
1 can of low fat cream of mushroom soup
1 cup light sour cream
1 pkg. egg noodles
Start boiling water for noodles in a pot.
Saute onion, garlic, and ground beef together in a saute pan until browned. Drain and return to pan.
Add flour, seasonings, and mushrooms. Cook for 5 minutes on medium heat. At the same time, start cooking noodles according to package directions.
Stir in bouillon mixture and cream of mushroom soup to meat mixture. Turn the heat down to medium low and cook uncovered for an additional 10 minutes. Stir in sour cream and heat until warm. Season again with salt and pepper.
Serve Beef Stroganoff on top of egg noodles. Season again to your liking.
This recipe makes seriously awesome leftovers.


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Helping Sinners Repent or Insulting Them?
The Shaykh, may Allāh preserve him, explains an excellent admonishment from Abū al-Dardāʾ.Add a comment
The Shaykh, may Allāh preserve him, explains an excellent admonishment from Abū al-Dardāʾ.Add a comment
Seeking knowledge is a lengthy path that is not possible to embark upon except by abandoning play and amusement and approaching it in a serious manner. This is because Allāh the Exalted, the Most High, described what He revealed to Muḥammad (ṣallallāhu ʿalayhi wa-sallam), and He (Allāh) is the most truthful in speech, as a weighty word. Allāh the Exalted, the Most High says, "Soon shall We send down to thee a weighty word." [Sūrah al-Muzzammil, 73:5]Add a comment
Shaykh Ṣāliḥ ibn ʿAbd al-ʿAzīz Āl al-Shaykh
[Q]: Why it is that so many of the writings of the Aʿimatu-daʿwah (Imāms of the daʿwah) were refutation oriented? And is it true that books of refutation harden the heart?Add a comment
Kitāb al-Tawhīd Class this Evening - Right AFTER MAGHRIB Kitāb al-Tawhīd - The Right of Allāh upon the Servants |… https://t.co/f6n2rbPG9y
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Bling it on
Complement the all-natural make-up look with bright nail colours and heavy nail art. "Every four months trends change. With so many nail accessories to chose from, it's best to share your outfit with the artist so that the nail art can be planned accordingly," says Binney Kaur, 28, owner of Binny's Nail Art and Spa. Medium to long length nails with Swarovski and 3-D effect is in this season.
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Looks matter
Natural makeup works very well with pastel attire. Highlight it with some metallic eyeliner to look your best. "Minimalistic make-up is the key to an everlasting picture," says Safina Butalia, 28, make up artist with a degree from the London School of Make Up (2017). "Dewy make up with a hint of blush pink is trending," she says. But not before you take care of your skin well in time. Layering your skin with layers of make-up is a big no-no, so take out the time and follow a good skin care regime to looks beautiful naturally on your big day.


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Hello Dear Followers!
Sorry for being MIA. I have been fighting with my health for almost six weeks now and finally started to feel better.
Hope you had a great Diwali with your friends & family. Now that the festive season is almost over, I am sure every Indian girl is now prepping up for upcoming weddings. I personally have so many functions to attend this season and it's driving me crazy. It's so hard to decide what to wear when you have a limited budget but so many functions to attend every other day.
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So, these were my favorites from their festive collection. let me know how do you like them, and don't forget to tag me on social media if you happen to recreate any of the above look.
XO, Miss D!
Wardrobe Courtesy : Admyrin
Credits: Dixika Vanvari
Blog page: withlovemissd


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Requests for meeting space and/or a display table are no longer being accepted as the deadline has passed.
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Effective Steel Area of Fully Embedded Cold-Formed Steel Frame in Composite Slab System under Pure Bending Yee Ling Lee1,a, Cher Siang Tan1,b, Yeong Huei Lee1,c, Shahrin Mohammad1,d, Mahmood M. Tahir1,e, Poi Ngian Shek1,f1
Facult of Ci!il "ngineering,#ni!er$iti Teknologi Mala $ia, %1&1' (ohor )ahru, (ohor, Mala $ia. a b c d llee&*li!e.utm.m , tc$iang*utm.m , hlee+*li!e.utm.m , $hahrin*utm.m , f e mahmoodtahir*utm.m , $hek,oingian*utm.m
Keywords: "ffecti!e cro$$ $ectional area, cold-formed $teel, li,,ed channel $ection$, bending re$i$tance, com,o$ite $lab, built-u, hollo. $ection
Abstract In conjunction with the promote of Industrial Building System (IBS) in Malaysia building construction, precast units such as slab, beam and column were widely used. This paper reports on the determination of the effecti e cross sectional area of the proposed cold!formed sections that embedded in precast concrete slab. The cold!formed steel sections are single and double lipped channel section, with "##mm in depth, $# mm width, "% mm lips length and ".$$ mm thic&ness. In order to determine the fle'ural capacity of the composite slab system, it is necessary to identify the effecti e cross sectional area of the section contributes to load!carrying of the slab system. The calculation method was based on the effecti e width method concept from BS () "**+!"!+ and BS () "**+!"!$. ,our types of cold!formed steel frame profiles that embedded in the concrete to form a new type of composite slab system were used to study in this paper. The four types of cold!formed steel section configuration are S"!S-, S%!S., S+!/- and S0!/.. ,rom the analytical calculation, S+!/- has the highest effecti e cross!sectional area, which it only consists of %1 ineffecti e area for load!carry capacity. Besides that, single lipped section S%!S. fully utili2ed the cross sectional in carrying load. It can be concluded that S+!/- is predicted to ha e highest bending resistance than other three types of configuration with condition that the reliability of the prediction need to erify as other factors such as shear bonding and shifted neutral a'is happened due to combination of concrete and cold!formed section which, will also contribute the strength capacity of the composite slab system. Introduction 3ast o er se eral decades, composite structure are mostly used in bridge engineering 4"5 and building construction 4%, +5, where steel beam or girders act compositely with concrete slab. In recent years, the application of cold!formed steel composite concrete floor system has gained popularity in small commercial and residential construction 405. 6on entionally, the slab system construct in residential and small commercial building are using precast concrete slab, the normal con entional reinforced concrete slab system or the composite dec& slab system, which the concrete poured onto the cold!formed steel dec&ing. In this study, the reinforcement bar inside the con entional slab system will be fully replaced by using the cold!formed steel section. There were four types of composite slab configurations studied in this research. The first type of the slab configuration was three single cold!formed 6!channel section placed ertically and form as a steel frame (namely S"!S-) whereas the second type of configurations was three single cold!formed 6!channel section placed hori2ontally and form as a steel frame (namely S%!S.). ,or the third type and fourth type of the slab configuration, both cold!formed 6!channel sections placed together to formed as rectangular section and positioned ertically for third type slab configuration (namely S+!/-) and positioned hori2ontally for the fourth type slab configuration ( namely S0!/.). 7ll types of slab configuration as mentioned are shown in ,ig. ". In order to obtain
All rights reserved. No part of contents of this paper may be reproduced or transmitted in any form or by any means without the written permission of TTP, www.ttp.net. (ID: 22.214.171.124, Universiti Teknologi Malaysia, Johor Bahru, Malaysia-31/05/13,06:41:20)
the fle'ural capacity of the composite slab, the effecti e cross sectional area of the cold!formed section is important as to determine the effecti e area that the cold!formed section will utili2ed to resists the bending action of the slab. The objecti e of this study is to determine the effecti e cross sectional area of the proposed cold!formed sections that embedded in the precast concrete slab from theoretical calculation.(c) S+!/-
(a) S"!S-
(b) S%!S.
(d) S0!/.
,igure ". The cross sectional iew of the four types of slab configuration Analytical Investigation It is necessary to determine the dimensional properties of the cold!formed section before the calculation of section resistance to bending, compression or other loading 4$5. (ffecti e section properties refer to the fictitious cross section that has been reduced in area. ,rom the effecti e cross!section, a clear model for the ineffecti e location in cross!section in carrying load can be identified and perception of neutral a'is shift in the section due to local!buc&ling can be obtained. The calculation of the effecti e cross!section area is based on the concept of effecti e width method. 7ccording to BS () "**+!"!+ 485, there are three important issues that need to be considered before analytical calculation, which are the core steel thic&ness, mid!line theory and impart of corner radii. In this study, the core steel thic&ness is using standard 2inc coating with %9$ g:m%, where the coating thic&ness is #.#% mm on each surface. The entire dimension in calculating section properties were calculated based on the mid!line method, which each of the element length reduced its nominal alue of either t:% or t. The cold!formed 6!section used in all types of slab configuration is "## mm web depth, $# mm flange width, and "% mm lip length and ".$$ mm thic&ness. ,ig. % shows the mid!line dimension for the lipped 6 section.
,igure %. Mid!line dimension for lipped 6 section and effecti e properties for flanges and web under pure bending ;eometrical properties need to be chec& after determining the mid!line dimension of the 6 section. This steps is essentially need to done to ma&e sure that the geometrical proportions as stated in BS () "**+!"!+ 4<5 clause $.% pass the chec&ing so that the design method in BS () "**+!"!+ 4<5 can be used. Besides that, the influence of round corner radii can be ignore in the calculation with the condition that the internal radius of the cold!formed steel section stated in BS () "**+!"!+ 4<5 clause $." need to be satisfied. 7fter all the geometrical properties chec&ing are chec&ed and satisfied with the applied standard, the effecti e properties of each the elements can be studied by using BS () "**+!"!+4<5 .
Effective Properties of a Lipped C section under Bending about the Major Axis. There are two types of embedded cold!formed steel sections that bending about the major a'is, which were S"!Sand S+!/-. ,or S"!S-, it is calculated using single lipped section while for S+!/-, the calculation based on using built!up rectangular section. Both the calculation procedure was almost the same. The effecti e cross section for the single lipped 6 section in bending for S"!S- is as shown in ,ig. %. There are three steps on the calculation of effecti e properties of the compression flange and lip. ,or the first step of the calculation, effecti e width of the compression flange and the effecti e width of the edge stiffener were determined. The effecti e width of the compression flange is (") beff =bp" , be" = be% = #.$beff >here the reduction factor, in BS () "**+!"!$ 495 clause 0.0,= p , h #.#$$(+ + ) p,h%
7s for the effecti e width of the edge stiffener calculation, the buc&ling factor is determined based on BS () "**+!"!+485 clause $.$.+.%($a). The effecti e width is gi en by, Ceff =Cp >here the reduction factor, is as (?. +,
p ,c #."88 p ,c%
,or the second step, it is used to determine the reduction factor that allowing for the effects of the distortional buc&ling. The elastic critical stress of the distorsional buc&ling for the edge stiffener is calculated as % KEI s cr ,s = (0) 0
b" = b p" %
+ % % c eff c eff c eff be % t + c eff t + + be % t + c t eff "% "% %(be % + c eff ) % %(be % + c eff )
Thic&ness reduction factor for the edge stiffener is calculated based on the relati e slenderness of the edge stiffener as follow,d =f yb
cr , s
,or the Third step, according to BS () "**+!"!+ 4<5 clause $.$.+.%(+), as the reduction factor for the stiffener is less than ",iterations are re?uired to refine the alue of the reduction factor. The iteration stops when the reduction factor d con erges and hence the calculation of the reduced thic&ness for the stiffener is, tred = t d 7fter obtained the effecti e properties of the compression flange and lip, effecti e properties of the web can be obtained by getting the position of neutral a'is with regard the flange in compression. (?uations % were used to obtain the effecti e web, heff as, heff = hp The effecti e properties of the whole cross section, second moment of the effecti e sectional area and effecti e section modulus can be obtained after effecti e length of compressi e flange, lip and web had been calculated. 7s for the calculation of effecti e cross sectional area for S+!/-, all the steps of calculation are same as S"!S- but the second step and third step of calculation is being ignored as the built!up rectangular section does not ha e the edge stiffener.
Effective Properties of a Lipped C section under Bending about the Minor Axis. There are two types of embedded cold!formed steel section bending about the minor a'is namely S%!S. and S0!/.. ,or S%!S., it is calculated using single lipped 6!Section while for S0!/., the calculation based on using built!up rectangular section. The effecti e cross section for a single section of S%!S. bending in minor a'is is as shown in ,ig. +. The formulae for the calculation for the effecti e properties bending about minor a'is are not much different as the calculation on bending in major a'is.
,igure +. (ffecti e properties of flanges and web under bending ,or calculating effecti e properties of S%!S., which bending under minor a'is, the calculation steps are simpler. 6alculating on the effecti e properties of the lips by using the (?. % is the first step of the calculation. There is then will be the calculation on the effecti e width of the part of the flange in compression. The position of effecti e neutral a'is with regard the lip in compression is determined. .ence, by using (?. %, the effecti e width of flanges can be obtained. The web is not need to be calculated as the web is in tension 2one and it is fully effecti e. ,rom the obtained effecti e width of lips, flanges and web, the effecti e cross sectional area, effecti e second moment of area and effecti e elastic modulus about minor a'is can be determined. 7s for type S0!/., the calculation procedure is same as S%!S.. Since S0!/. is built!up rectangular section, the only differences in calculation is that S0!/. apply the calculation for the effecti e width of web in compression instead of lips in compression in S%!S. by using (?. % to determine the effecti e width of web in compression. esults and !iscussion ,rom the calculation as abo e analytical method, the effecti e cross sectional area for four types of embedded cold!formed steel section configuration in concrete under pure bending is determined. Table " shows the result of the obtained calculation from the abo e mentioned analytical procedure. Table". @esult of the calculated effecti e cross!sectional area"ype S"!SS%!S. S+!/S0!/. Effective Cross#sectional Area $%%&' *++ *89 "908 "$9+ (ross Cross#)ectional Area $%%&' *89 *89 "980 "980 Percentage !ifferences $*' $.$1 #1 %1 "".81
,rom Table ", it can be seen that the effecti e area of built!up rectangular section is much higher than single lipped 6 section. S+!/- had the highest effecti e cross sectional area which is "908 mm%. 7s compared with S0!/., only %1 of ineffecti e area in carrying loads in S+!/-. S0!/. has large ineffecti e area, which is "".81 from the gross cross sectional area. This is because in S0!/., the cold!formed steel section was placed hori2ontally and hence the compression is acting on the top web of the section. This resulted in large reduction on the web length as if compare with the flange in compression. .ence, the effecti e area of S0!/. is lower than S+!/-. 7s for the comparison of the single lipped section between S"!S- and S%!S., S%!S. is fully utili2ed the cross sectional area for load carrying capacity. The $.$1 different is due to compression lips of S%!S. is shorter than the compression flange in S"!S-. There is an ineffecti e area happened on compressi e flange hence, reduced the gross cross sectional area of S"!S-.
Since S+!/. had the highest effecti e cross sectional area among the four types cold!formed steel configuration, so it can be predict that S+!/. will ha e the highest load carrying capacity in the precast concrete if compare to other three types of configuration. Conclusions The effecti e steel area of fully embedded cold!formed steel sections in composite slab system had been obtained from the calculation. ,rom the analytical calculation mentioned as abo e, it can be concluded thatA B It is important to consider the effecti e cross sectional area of the cold!formed steel section as it can identify the ineffecti e area for load carry on the steel section. B S+!/- has the highest effecti e cross sectional area as the cold!formed steel section is in built!up rectangular section and the ineffecti e area on the compressi e flange is lower than the ineffecti e area on the compressi e web of S0!/.. B The effecti e area of S%!S. is fully utili2ed for load!carrying capacity. This is due to the lips and the flange in compression 2one is fully effecti e and compare with the S"!S-, which there is ineffecti e area on the flange in compression. The load carrying capacity for the composite slab in this study only limit the load is fully acting on the effecti e area of cold!formed section. ,urther study on determine the load!carrying capacity of the composite slab need to be study. Cther parameter such as the shear bonding between the concrete and cold!formed steel section, the effect of the shift neutral a'is of the composite system due to the combination of concrete and the cold!formed steel are need to be consider in order to get a more reliable load!carrying capacity of the slab. Ac+no,ledg%ents The reported research is funded by Dni ersiti Te&nologi Malaysia (-ot ##E"#, #"E#* and #$E9<) and Ministry of .igher (ducation, Malaysia (MC.(). The technical and financial supports are gratefully ac&nowledged. eferences 4"5 77S.TC, F@,/ Bridge /esign Specification. +rd ed., 7merican 7ssociation of State .ighway and Transportation Cfficials, >ashington /6, %##$. 4%5 6.(. (&berg, @.M. Schuster, ,loor System with 6omposite from @einforced 6oncrete Slabs. I7BS( ,inal @eport, )ew Gor&, "*<8, pp. +8$!+*0. 4+5 M.F. 3orter, 6.(. (&berg, /esign @ecommendations for Steel /ec& ,loor Slabs. Eournal of Structural /i ision "#%(ST""), ("*9<) %"!+<. 405 B.S. Fa&&a alli and G. Fiu, ('perimental Study of 6omposite 6old!formed Steel 6!Section ,loor Eoists. Eournal of 6onstructional Steel @esearch <% (%##<) **$!"##<. 4$5 7.;.E. >ay and M./. .eywood, /esign of Fight Steel Sections to (urocode + ((/ ##$).The Steel 6onstruction Institute, DH, %#"%. 4<5 BSI. BS () "**+!"!+A%##<A /esign of Steel Structures. ;eneral @ules. Supplementary @ules for 6old!,ormed Members and Sheeting. British Standard Institute, DH, %##<. 495 BSI. BS () "**+!"!$A%##<A /esign of Steel Structures. 3lated Structural (lements. British Standard Institute, DH, %##<.
Effective Steel Area of Fully Embedded Cold-Formed Steel Frame in Composite Slab System under Pure Bending 10.4028/www.scientific.net/AMM.284-287.1300


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Manila, Philippines - GMA 7 formally welcomed Alessandra de Rossi and Jean Garcia (second and fourth from left, respectively) as Kapuso. The two prime celebrities signed an exclusive contract yesterday at GMA Network Center. Alessandra makes her big comeback in GMA as one of the lead stars of the upcoming afternoon series, Sinner or Saint while Jean will soon appear in the much-awaited danceserye, Jump.
Present in the contract signing were (from left) director Manny Valera (Alessandra and Jean's manager), GMA chairman and CEO lawyer Felipe Gozon and SVP for Entertainment Wilma Galvante.
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Mohammed Elshamy, an editor at CNN, has resigned after a series of antisemitic comments he made on Twitter in 2011 resurfaced this week.
NEW: Mohammed Elshamy (@elshamyme) — a photographer and writer recently hired by @CNN — has numerous old posts showing he was a vicious anti-Semite, celebrating the deaths of "Jewish pigs" in terrorist attacks, praising Hamas, attacking "Zionists", & more.https://t.co/PcHrLYx92X
— Jerry Dunleavy (@JerryDunleavy) July 26, 2019
Elshamy praised the deaths of "jewish pigs" after a Palestinian terrorist attack on innocent Israelis on a bus. Despite this, CNN still allowed him to work there. Either their vetting process is horrible, or they just did not care about the disgusting antisemitic comments Elshamy regularly made.
The prevalence of antisemitism is growing rapidly among the left, with many of the Democrat's most prominent figures supporting the destruction of Israel. For example, just a few weeks ago, Elizabeth Warren called for Israel's land to be given to Palestine. Additionally, radicals like Ilhan Omar (D-MN), and the rest of the squad, have regularly made antisemitic comment and their elections have greatly encouraged the push towards antisemitic policies, like the boycott of Israel, for the left.
Ask yourself, if you had a friend that was antisemitic, would you hang out with them? Probably not. So why would you ever do business with a newspaper, network or anyone that was?


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On Saturday nights, the Pier Ballroom in Swansea is the place to be. We are introduced to Helen in her expensive dress ?borrowed? from her father?s warehouse; to Jack Clay who is over-enthusiastic and tears the dress; to Brian who breaks up a fight between Jack, Joe and Judy; and to Lily and Katie who help Helen?s brother Joe take Helen home. It is an evening that fuels jealousies and sows the seeds for friendships, confidences and love.
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The Court in Football League v edge ellison (2006) found that the solicitor advising the Football League on the sale of its broadcast rights to ITV Digital in 2000 did not have an implied duty to advise the League to consider seeking guarantees from ITV Digital's ultimate parents, Carlton and Granada, in respect of the Ł315million payable under the contract.
The Court reached this conclusion on the basis that consideration of the parental guarantee issue was well within the competence of the individuals at the League. In doing so, the Court upheld the principles that (i) there is no such thing as a general retainer, and that (ii) only in limited circumstances will a solicitor's duties go beyond the express terms of his or her retainer. This decision is covered in more detail in our briefing note which is available at www.blg.co.uk.
Since Football League, there have been a number of other solicitors' negligence cases which illustrate and support the principles discussed in Football League as well as examining other key issues such as the availability of cost of cure in solicitors' negligence cases.We examine them below.
Relying on specialist counsel
Shortly after the decision in Football League, the Court of Appeal in Regent Leisuretime Ltd v Skerrett (2006), which concerned conduct of litigation, confirmed that there is no general duty on a solicitor to consider all aspects of a client's needs. Additionally, it provides useful clarification of when a solicitor is entitled to rely on counsel's advice.
The claimants - a company and its directors and shareholders, aMr Amos andMr Barton ("the Directors") - alleged that the defendant solicitor was negligent in failing to advise that the company be joined as an additional claimant to proceedings brought by the Directors before they became statute-barred.
The proceedings concerned a claim for damages for deceit by the company's bankers, following valuation of properties owned by the company. From the outset, the claim was a difficult one: under the principle laid down in Prudential Assurance v Newman Industries Ltd (No2) (1982), there was a risk that the Court would find that the Directors could not claim damages for diminution in the value of their shareholding that was due to reduction in value of the company's assets - any such claim had to be brought by the company. However, in practice the company could not raise the funds to bring a claim.
In the event, the Directors succeeded on liability, but recovered only nominal damages (their position in the meantime not being helped by the House of Lords' decision in Johnson v GoreWood (2002)), having been too late to join the company to the proceedings.
The Court of Appeal concluded that the solicitors had not been negligent and had been entitled to rely on the advice of specialist counsel, who had advised pursuing the claim but had not advocated joinder of the company. In doing so, the Court took into account the fact that the Directors were experienced businessmen who were well aware of the practical problems in bringing a claim through the company and the legal risks of pursuing their claim. In view of the experience of specialist counsel, who had been retained for several years before the solicitor came on board, the difficult area of law under consideration, and absence of anything to suggest that the advice was obviously wrong, the solicitor had discharged his duty and was not obliged to question counsel's advice.
No blame for clients' commercial Failure
In Marplace (Number 512) Ltd v Chaffe Street (2006), the defendant solicitors were retained to deal with the legal aspects of an agreement to acquire a clothing company as part of a team which included accountants and corporate finance advisers. Due to the way the deal was structured, it was critical for the claimants to ensure that the company would continue to receive payments for certain clothing stock post-completion. However, after the agreement had been exchanged, the claimant learned that the company had entered into a deal to have payments which would have been paid postcompletion instead paid pre-completion. As a result, the agreement fell through.
Although the agreement had been project managed by the corporate finance advisers, the claimants sought damages from the solicitors for negligent failure to ensure that the payments could not be brought forward under the agreement or to advise on remedies.
Drawing on the line of cases on scope of duty ending with Football League, the Court rejected the claim, concluding that the claim was designed to "shift blame" onto the solicitors for a commercial failure by the clients and the corporate finance advisers. The solicitors were not asked to advise on the financial terms which were the responsibility of the corporate finance advisers and were not made aware of the critical importance of cash flow. As such, the solicitors were entitled to take the view that their clients were experienced businessmen who would have asked for advice if needed, and that the corporate finance advisers were responsible for the financial structuring of the transaction and overall project management.
When can cost of cure be claimed?
Football raised its head again in Fulham Leisure Holdings v Nicholson Graham & Jones (2006), where the solicitors again acted in a complex deal for a sophisticated client. The main point of interest in this decision lies in the conclusion reached on whether cost of cure is available as damages in solicitors' negligence claims.
The defendant solicitors acted for Mr Al- Fayed in connection with his deal to acquire a controlling stake-holding in Fulham Football Club in 1997. Under the deal, Mr Al Fayed obtained a 75 per cent shareholding and the vendors of the club retained 25 per cent. However, the deal was also intended to ensure that, although the vendors' minority shareholding was to be protected from dilution up to a certain level of investment, once Mr Al Fayed had invested over Ł60million, this protection would cease ("the Provision"). The defendant solicitors did not include the Provision in the final agreement.
Five years later, Mr Al Fayed's injection of funds into the club had exceeded Ł60million but he was unable to dilute the vendors' holding below 10 per cent. Mr Al Fayed alleged that, as a result of the omission of the Provision, he was forced to buy the vendors out entirely for Ł7.75million in 2002. He claimed this sum from the defendants on the basis that that this is what it had cost him to obtain the position he would have been in from the outset had the defendants not acted negligently in drafting the agreement.
The defendants argued that Mr Al Fayed had known that the Provision was not included in the final deal and was happy with this. However, the judge found that the Provision had been omitted accidentally and negligently.
However, the decision is not all bad for solicitors as Mr Al Fayed was unable to persuade the court to award him damages on a cost of cure basis. Although the court held that, in principle, cost of cure could be allowed in solicitors' negligence cases as an alternative to the normal rule of difference in value, this was subject to a reasonableness limit and the court concluded that this had not been satisfied here. In reaching this conclusion, the court took into account the fact that by buying the vendors out, Mr Al Fayed had obtained benefits beyond the ability to dilute their shareholding: the judge described the deal as "a horse-trade in which matters other than the missing right were firmly in play". The claimant had therefore not proved the true cost of curing the defect in the agreement. Due to the way the claim had been pleaded, Mr Al Fayed also recovered only a small amount in respect of legal costs.
The content of this article is intended to provide a general guide to the subject matter. Specialist advice should be sought about your specific circumstances.


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