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

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