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SLIM-SATION Women's Pull-On Relaxed Leg Pant

$46

SLIM-SATION Women's Pull-On Relaxed Leg Pant

Product description

Look and feel great with Slimsation. If you think it isn't possible to look fabulous and feel comfortable at the same time think again.

Slimsation offers you comfortable slimming styles with a flexible tummy control panel making you feel 10 pounds lighter in seconds.

The secret is our flexible tummy control panel found in every Slimsation item and our new stretch technology fabric with performance characteristics of 4-way stretch fiber recovery and ultra-comfort.

There's no need for a constricting uncomfortable control undergarment. Each pair of Slimsation pants works to contour your waist slim your tummy and shape your hips all while keeping you comfy and making your figure look great throughout the day whether you're working playing or running errands.

You don't quit and the Slimsation tummy control panel won't quit either.

With styles for every occasion you can look and feel great wherever you're going and whatever you're doing.

The tummy control panel works the same way in both casual and formal styles.

The Slimsation line features colors cuts and styles that will suit any woman's personal look. The variety of styles means you can always look your best from fun capris that are ideal for a fun summer weekend to relaxed pants that are perfect for the office.

You will want to show off your great figure whether you wear them with high heel pumps, boots, tennis shoes or sandals. Available in missy sizes 2-18 or XS-XL and plus sizes 14W-24W or 0X-3X and a rainbow of colors.

Slimsation is already a favorite among women who want to both look and feel great. Ladies put away your dresses...our trend-on fashion friendly pull on slacks, trousers, leggings, jeggings, shorts and skorts with secret hidden slimming panel form fit to your body creating zero muffin top and make you feel sexy and skinny. The only way to truly understand how fantastic you can look and how comfortable you can be is to try Slimsation's pants for yourself. You won't be disappointed.


From the manufacturer

Narrow Leg Slimming Pant for Women wear to Work Pull-On Easy On Stretch Pant for women Relaxed Leg Slimming Pant for Women wear to Work Pull-On Easy On Stretch Pant for women Ankle Leg Slimming Pant for Women wear to Work Pull-On Easy On Stretch Pant for women Capri Leg Slimming Pant for Women wear to Work Pull-On Easy On Stretch Pant for women Walking Short Slimming Pant for Women wear to Work Pull-On Easy On Stretch Pant for women Narrow Leg Slimming Pant for Women front pocket wear to Work Pull-On Easy On Stretch Pant for women
Narrow Leg Pant Relaxed Leg Pant Ankle Pant Capri Pant Walking Short Narrow Leg Pant with Front Pockets
Description Contoured waistband on a pull-on skinny leg fit. Contoured waistband on a pull-on full leg relaxed silhouette. Contoured waistband on a pull-on slim, ankle length leg. Contoured waistband on a pull-on crop pant. Contoured waist band on a pull up longer silhouette short that hits above the knee. Contoured waistband on a pull-on skinny leg fit.
Detail Classic front faux pockets; no back pockets. Spandex blend. Classic front faux pockets; no back pockets. Spandex blend. Front faux pockets; back pockets. Spandex blend. Front and back pockets. Spandex blend. Front pockets wth coin pocket. Back pockets. Spandex blend. Functional Front Pockets; no back pockets. Spandex blend
Leg Opening 13" 16" 13" 16" 18" 13"
Inseam 31" 31" 29" 21" 12" 31"
Model # M2604P M2606P M2623P M2603P M2632W M2684P
Easy Fit Narrow Leg Pant for Women Wear to Work Slimming Stretch Knit Fabric Fashion Comfort Easy Fit Ankle Pant for Women Wear to Work Slimming Stretch Knit Fabric Fashion Comfort Easy Fit Flare Leg Pant for Women Wear to Work Slimming Stretch Knit Fabric Fashion Comfort Easy Fit Narrow Leg Pant for Women Wear to Work Slimming Stretch Knit Fabric Fashion Comfort Easy Fit Ankle Pant for Women Wear to Work Slimming Stretch Knit Fabric Fashion Comfort Easy Fit Flare Leg Pant for Women Wear to Work Slimming Stretch Knit Fabric Fashion Comfort
Easy Fit Narrow Leg Pant Easy Fit Ankle Pant Pant Easy Fit Flare Leg Pant PLUS-Size Easy Fit Narrow Leg Pant PLUS-Size Easy Fit Ankle Pant Pant PLUS-Size Easy Fit Flare Leg Pant
Description Contoured Waistband on a Pull-On Skinny Leg Fit Contoured waistband on a pull-on slim, ankle length leg. Contoured waistband on a pull-on full leg relaxed silhouette. PLUS-Size Contoured Waistband on a Pull-On Skinny Leg Fit PLUS-Size Contoured waistband on a pull-on slim, ankle length leg. PLUS-Size Contoured waistband on a pull-on full leg relaxed silhouette.
Detail Clean Front and Back with Metal Logo Tab | 48% Nylon/42% Rayon/10% Spandex Clean Front and Back with Metal Logo Tab | 48% Nylon/42% Rayon/10% Spandex Clean Front and Back with Metal Logo Tab | 48% Nylon/42% Rayon/10% Spandex Clean Front and Back with Metal Logo Tab | 48% Nylon/42% Rayon/10% Spandex Clean Front and Back with Metal Logo Tab | 48% Nylon/42% Rayon/10% Spandex Clean Front and Back with Metal Logo Tab | 48% Nylon/42% Rayon/10% Spandex
Leg Opening 14" 13" 16" 16" 15" 18"
Inseam 31" 29" 31" 31" 29" 31"
Model # M48717PM M48716PM M38711PM M48717PW M48716PW M38711PW
Slimsation Cuffed Long Sleeve Shirt Slim-sation Y-neck Pull-over top shirt tail hem comfortable loose fit slimsation tunic top jersey knit scoop neck with 3 quarter sleeve 3/4 solid high-low sing tunic top Jersey knit scoop neck Bra friendly tank top Scooped front and back neckline sleeveless Jersey knit cowl collar wrap front high-low top Cowl neck, cross over front style detail 3/4 sleeve
Cuffed Long Sleeve Shirt Y-Neck Pull-Over Top Tunic Top Tank Top Cowl Collar Top
Description Woven Twill collared shirt with cuffed long roll-tab sleeve  Woven crepe banded Y-Neck pull over top, clean finished long sleeve with button tab detail Jersey knit scoop neck with 3/4 sleeve solid high-low swing tunic top Jersey knit scoop neck, Bra friendly tank top Jersey knit cowl collar wrap front high-low top
Detail Lightweight fluid fabric, floats beautifully over the body, slightly longer in the back Floats beautifully over the body, slightly longer in the back, shirt-tail hem, loose fit for comfort Fit and flared swing tunic top, flattering fit, slightly longer in the back for slimming appearance Scooped front and back neckline, sleeveless, perfect for all seasons Cowl neck, cross over front style detail, 3/4th sleeve, perfect for all seasons
Model # M38731BM M38733TM M38734TM M38736TM M38737TM
M2604PW Straight Leg Pant M2606PW Relaxed Leg Pant M2623PW Ankle Pant M2603PW Capri Pant M2632WW Walking Short
Plus-Size Straight Leg Pant Plus-Size Relaxed Leg Pant Plus-Size Ankle Pant Plus-Size Capri Pant Plus-Size Walking Short
Description Contoured waistband on a pull-on straight leg fit. Contoured waistband on a pull-on full leg relaxed silhouette. Contoured waistband on a pull-on, ankle length leg. Contoured waistband on a pull-on capri pant. Contoured waist band on a pull up longer silhouette short that hits above the knee.
Detail Classic front faux pockets; no back pockets. Spandex blend. Classic front faux pockets; no back pockets. Spandex blend. Front faux pockets; back pockets. Spandex blend. Front and back pockets. Spandex blend. Front pockets wth coin pocket. Back pockets. Spandex blend.
Leg Opening 15" 18" 15" 18" 20"
Inseam 31" 31" 29" 22" 12"
Model Number M2604PW M2606PW M2623PW M2603PW M2632PW

Look and feel great with Slimsation. If you think it isn't possible to look fabulous and feel comfortable at the same time think again.

Slimsation offers you comfortable slimming styles with a flexible tummy control panel making you feel 10 pounds lighter in seconds.

The secret is our flexible tummy control panel found in every Slimsation item and our new stretch technology fabric with performance characteristics of 4-way stretch fiber recovery and ultra-comfort.

There's no need for a constricting uncomfortable control undergarment.

Each pair of Slimsation pants works to contour your waist slim your tummy and shape your hips all while keeping you comfy and making your figure look great throughout the day whether you're working playing or running errands.

You don't quit and the Slimsation tummy control panel won't quit either.

With styles for every occasion you can look and feel great wherever you're going and whatever you're doing.

The tummy control panel works the same way in both casual and formal styles.

Outfits for Women for Any Occasion . . . The Slimsation line features colors cuts and styles that will suit any woman's personal look.

The variety of styles means you can always look your best from fun capris that are ideal for a fun summer weekend to relaxed pants that are perfect for the office.

Work Pants For Women with Busy Schedules . . . Put your work dresses for women back in your wardrobe closet.

Our dress pants for women and business casual clothes for women are ideal for mom's and professionals with busy schedules.

The pull-on design with secret hidden slimming panel form fit to your body creating zero muffin top and make you feel sexy and skinny.

Work clothes for women so comfortable you'll think you're wearing yoga pants for women.

You will want to show off your great figure whether you wear them with high heel pumps, boots, tennis shoes or sandals.

Wear to Work and Casual Tops for Women . . . Our trend-on fashion-friendly womens work tops and work blouses for women compliment womens pants and womens jeans perfectly.

Summer Clothes for Women: Compliment summer outfits for women with our comfy jean shorts for women, bermuda shorts for women or womens capris and cropped pants.

Available in a host of styles including our straight leg, relaxed leg and wide leg pants for women, ankle pants women, denim shorts for women, boyfriend jeans for women, capri pants for women, skorts, ponte leggings and more.

Available in missy sizes 2-18 or XS-XL and plus sizes 14W-24W or 0X-3X and a rainbow of colors.

Slimsation is already a favorite among women who want to both look and feel great.

The only way to truly understand how fantastic you can look and how comfortable you can be is to try Slimsation's pants for yourself. You won't be disappointed.

SLIM-SATION Women's Pull-On Relaxed Leg Pant

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  • Our picks

    • Hi there,
      I am interested in performing "Performance Based Design" for a 20 story building. 
      I'll be performing "Non-Linear Static Pushover Analysis" for my model. Until now, I have decided to go with "Displacement Co-efficient method". I will be using ETABS 2017 for performing Pushover Analysis. While assigning plastic hinges, I have an option of using ASCE 41-17 (Seismic Evaluation and Retrofit of Existing buildings". I would like to know what would be a better estimate for relative distances for plastic hinges in case of beams, columns. Any input concerning assignment of hinges to beams, columns and shear walls is highly appreciated. Normally it's taken 0.05 and 0.95 or 0.1 and 0.9. What's your opinion on this?
      Secondly, it would be great if someone can recommend me a book or some good source to understand how to characterize building using performance levels. Any sort of help is appreciated.
      I have recently graduated and joined a structural design firm, so kindly guide me, considering me a beginner.

       
      • 1 reply
    • *SEFP Consistent Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Pile Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Doc No: 10-00-CD-0007*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Date: April 16, 2018*

      1.1. FUNCTION OF JOINT

      Beam-column joint must transfer the forces, such as moment, shear and torsion, transferred by the beam to the column so that the structure can maintain its integrity to carry loads for which it is designed.

      Another function of the beam-column joint is to help the structure to dissipate seismic forces so that it can behave in a ductile manner.

      1.2.WHY DO WE CARE

      During an extreme seismic event, the code-based structure is expected to maintain its load-carrying capacity for gravity loads even after the structure deforms into inelastic range so that it does not pose any life safety hazard. Hence, the joint can go through significant degradation of strength and stiffness, and if it fails in shear, or anchorage, the life-safety objective of code cannot be achieved.

      1.3.CONSEQUENCES OF FAILURE


      1.4.THINGS TO CONSIDER FOR BEAM COLUMN JOINT

      Longitudinal bars of beams, or slab, must be able to develop their yield stress, so that the beam/slab can transfer moment to joint. It means that longitudinal bars must have adequate development length for hooked bars. This implies that the size of the column must be such that bars can develop their tensile forces. If bars can transfer moment, they can also transfer shear as far as monolithic construction is concerned.


      The shear strength of the joint must enable the transfer of moment and shear through it.



      The joint should be Constructible: Congestion of reinforcement is the main concern.

      1.5.DESIGN SHEAR FOR BEAM COLUMN JOINT

      The design shear for beam-column joint depends upon the relative strength of beam and column at the joint.

       
      • 4 replies
    • *Comments/Observations regarding modelling in ETABS*

      *Doc No: 10-00-CD-0006*

      *Date: May 06, 2017*

      Some of the observations made during extraction of results from ETABS (v 9.7.4), for design of reinforced concrete members, are being share in this article.,

      1) Minimum Eccentricity

      ETABS always considers the minimum eccentricity for selecting the design moment of columns irrespective of the probable behavior of the column, whether short or long column. See section 10.10.6.5 and its commentary of ACI 318-08 which deals with minimum eccentricity of long columns. You should always check the design moments that ETABS uses for columns if you want to bring down the cost of construction.

      2) Unbraced/ Braced Preference

      ETABS always performs analysis of frame as if it is un-braced. You should investigate if the storey under consideration is braced, or un-braced (10.10.5.2), and decide appropriate design moments of columns.

      3) Time Period

      ETABS has a tendency to select a time period of the building that is considerably less than the value obtained by the approximate method, Method A, of the section 1630.2.2  of UBC 97. To quote the FEMA 451 document: ''Because this formula is based on lower bound regression analysis of measured building response in California, it will generally result in periods that are lower (hence, more conservative for use in predicting base shear) than those computed from a more rigorous mathematical model". So, there is no need to use the value of time period that is lot less than Ta. One should always check the time period used by the software; ETABS can overestimate the seismic force by more than 2 times.

      Visit the forum link to read the complete article.
      Link: http://www.sepakistan.com/topic/2300-commentsobservations-regarding-modelling-in-etabs/
      • 0 replies
    • The minimum amount and spacing of reinforcement to be used in structural floors, roof slabs, and walls for control of temperature and shrinkage cracking is given in ACI 318 or in ACI 350R. The minimum-reinforcement percentage, which is between 0.18 and 0.20%, does not normally control cracks to within generally acceptable design limits. To control cracks to a more acceptable level, the percentage requirement needs to exceed about 0.60% (REFRENCE ACI COMMITE REPORT 224R-01)



       

       



       

       

      So according to above statement , should we follow 0.60%, to be on more safe side??



       
      • 11 replies
    • Dear Sir/Madam,

      This email is an invitation for the participation in the First South Asia Conference on Earthquake Engineering (SACEE-2019) which will be held on 21-22 February 2019 in Karachi, Pakistan. This conference is the inaugural event in this series of conferences which has been constituted under the auspices of South Asia Earthquake Network (SHAKE). The organisers of the conference include NED University, University of Porto, University of Fuzhou, University Roma Tre and Institution of Engineers Pakistan. The conference website can be visited at http://sacee.neduet.edu.pk/.

      Please note that world leading earthquake engineering experts have confirmed their participation in the conference. These include Prof Abdelkrim Aoudia (Italy), Prof Alper Ilki (Turkey), Dr Amod Mani Dixit (Nepal), Prof Bruno Briseghella (Italy), Prof George Mylonakis (UK), Prof Khalid Mosalam (USA), Prof Humberto Varum (Portugal) and many others. The presence of these distinguished experts allows you to exchange your work/issues with them and discuss possibility of any future collaboration. Please note that participation in the conference is strictly based on registration. Early registration in different categories at reduced rates are available till 10 December 2018. Please visit the conference website to see the details and the link for registration.

      If there are any queries, please do not hesitate to contact the Conference Secretary at the following address

      Prof. Muhammad Masood Rafi
      Conference Secretary- SACEE-2019
      Chairman
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
      Email: rafi-m@neduet.edu.pk
    • What is the Minimum reinforcement For Precast Pile  according to different codes (ACI,BS)??  Pile length is 40 times of pile least dimension . 
      • 1 reply
    • Dear members, I am working on a 10 storied rcc factory building with one basement,  where floor loads are in general 125 psf(Live) . but there are 2 warehouse in the building at ground floor & 10th floor where the Live load of stacked materials are 450psf. I have modeled it and analysed in ETABS. After analysis, seeing the floor displacement for seismic load,  i am in big shock to see the pattern. the displacement pattern suddenly increased hugely & then got normal . if the warehouse load created problem, then why it effected only Ground floor level, not the 10th floor! Please tell me how can i solve it. 
      • 1 reply
    • Asalamualaikum all,

      I have columns which are conflicting with the underground water tank as shown in figure.
       

      So I have decided to make underground water tank base slab as a footing for column. So I import etabs model to safe and just take uniform water load on base slab and point load from columns.

      This is the residential house. The BC is 2tsf. But SAFE is showing tension on the base slab and the thickness from punching is 30''. I believe that thickness is too high. What can be the error? Is this approach is correct for design base slab of ugwt to carry load of two edge columns?
      • 11 replies
    • SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis???what is the purpose and scope of this analysis???
      • 15 replies
    • AOA 

      i am facing problems in shear wall design .what are the pier and spandral ?what will be the difference when we assign pier or spandral? without assigning these the shear wall design is incomplete .

      i am taking about etabsv16

      someone have document about shear wall design plz provide it 

      thank you

       
      • 13 replies
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