underneath determine is the planand section of a R.C. slab 13 cmthick overalls resting on 30cmpartitions cantilevered out on onefacet. The slab is bolsteredbothways, a, b, c, m and n all are12mm dia. bars. put together atime table of bars for the slabassuming weight of 12mm and10mm dia. bars are as 089 kg and062 kg respectively. expect 12mmclear cowl.acm 30cm19CRANKED PARTCRANKEDPART1300-6501-1Hwas 12BAB25E2cm3CHFEMAL25a-4.5 M54CMTaeECHI C/C Laxb@.ocne/cApproducat30GRANKEDPART-112m2[-be20cm c/c & 12cme/cce verje3054cm-12m-30SECTION ON A A·PESHT15M13,523011bac^icmcfe1.5M-10-ma25cc TOP BARS FOR CANTILEVEFOR CANTILESLY SLADCHLYCANTILEVER DISTRIBUTION EnsSLABVimma @250: c/c-1.45M*IS

Answered: Image /qna-images/answer/ef8f5d17-819b-4c20-a918-8acd0a3dbaab.jpg

underneath determine is the plan and section of a R.C. slab 13 cm thick overalls resting on 30cm partitions cantilevered out on one facet. The slab is bolstered bothways, a, b, c, m and n all are 12mm dia. bars. put together a time table of bars for the slab assuming weight of 12mm and 10mm dia. bars are as 089 kg and 062 kg respectively. expect 12mm clear cow!

underneath determine is the plan and section of a R.C. slab 13 cm thick overalls resting on 30cm partitions cantilevered out on one facet. The slab is bolstered bothways, a, b, c, m and n all are 12mm dia. bars. put together a time table of bars for the slab assuming weight of 12mm and 10mm dia. bars are as 089 kg and 062 kg respectively. expect 12mm clear cow!

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

I need answer within 20 minutes please please with my best wishes
+ „blackboard.com/ultra/courses/_96287_1/cl/outline Question Completion Status: 4 8 9 10 A two span beam subjected to shear and flexure only is reinforced as follows: SECTION @ MIDSPAN @ FACE OF SUPPORTS TOP BARS 2-020 mm 5-Ø20 mm BOTTOM BARS 3-020 mm 2-020 mm Given: Stirrup diameter, ds = 10 mm Concrete fc = 21 MPa Steel rebar = 415 MPa Stirrup fy = 275 MPa %3D Beam size b xh = 270 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) kN m (nearest whole Design Moment strength of section at midspan for positive bending = 32°C Light rain ^ O O G ) ENG 1:42 pm ロ

Determine the reinforcement ratio for a concrete with the following specifications: f'c =5000psi, 18 inches wide, 36 inches high, #5 stirrups placed at 12 inches on the center, longitudinal reinforcement if four #14 bars, clear cover to stirrups is 2 inches
Show neat and clear work . Thanks
Problem No. 3A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume Cc-50mm, stirrups-10mm, fc'-21Mpa and fy-415Mpa. Calculate the following. 17. Calculate the strain of the steel reinforcement O 0.00182 O 0.00201 O 0.00224 O 000391 O 0.00577
NEED ASAP! USE NSCP 2015(REINFORCE CONCRETE DESIGN SUBJECT) determine the Concrete Shear Force and Critical Spacing of Stirrups to be adopted by the entire grid distance.Convert all the dimensions from ft and inches into millimeters (use 1 inch = 25mm for distance and dimension approximations). Use the following parameters: fc' = 21 MPa, fy = 420MPa, fyt = 275 MPa, Wdl = 23.7 KN/m, WII = 16 kN/m.
: ۷:۲۹ ۱ 1- Flat slab without edge beam and without drop panel 2- Use edge beam only. 3- Use Drop Panel only. 4- Use edge beam and drop panel. 5- Use beams for all lines with am = 0.5. For the slab shown in the figure, Fy= 420 Mpa, Col. Dimensions = 400 x 400 mm, check slab thickness at exterior panel for deflection control for the following cases: 6- Use beams for all lines with am = 1.5. 7- Use beams for all lines with am= 2.5. Discuss the results. 2_53528712391174... AMX36 36. 7.2 m 7.2 m ****************………………….. 7.2m 7.2 m 7.2 m 7.2 m
Please answer the problem below, thank you very much you can use nscp 2010/2015
Wall-Wide What is the volume of concrete based on the attached section? • Length of the footing is 31000 • Strip footing is 550 wide by 220 tall Wall is 1300 high x 250 wide All dimensions are in mm Strip Footing - Wide Answer: Wall-High Strip Footing - Tall The answer is to be in the format xx.xx (round to 2 decimal places). Do not enter the units of cu. m.
I need an answer asap. Thank you! Complete solution pls
please answer correctly, thanks! (refer to the table)
What is the minimum area (Asmin) for the following concrete beam: b = 10 in, d = 17 in, fy = 60000 psi, and f'c = 5000 psiNote: This is an ACI code check and not required As determined by the moment. Answer in inches^2 and to 3 decimal places. Type your answer...