1. Design a Section dimensions and area of steel reinforcement for single reinforcedrectangular section with width of 250mm to carry a service load of bending moment of135KNM. The allowable concrete and steel stresses fc =0.452 fck and fs =0.52fyk are to bedeveloped simultaneously. fek = 25MPA and fyk = 460MPA: n 8, use 20 for longitudinal%3D!!reinforcement bar, 8 for stirrup and nominal concrete cover 25mm. n= modulat rahof OVN/m It is

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Design a Section dimensions and area of steel reinforcement for single reinforced rectangular section with width of 250mm to carry a service load of bending moment of 135KNM. The allowable concrete and steel stresses fc 0.452 fek and fs =0.52fyk are to be developed simultaneously. fek = 25MPA and fyk = 460MPA: n= 8, use 20 for longitudinal %3D reinforcement bar, $8 for stirrup and nominal concrete cover 25mm. n= modulat raho

Design a Section dimensions and area of steel reinforcement for single reinforced rectangular section with width of 250mm to carry a service load of bending moment of 135KNM. The allowable concrete and steel stresses fc 0.452 fek and fs =0.52fyk are to be developed simultaneously. fek = 25MPA and fyk = 460MPA: n= 8, use 20 for longitudinal %3D reinforcement bar, $8 for stirrup and nominal concrete cover 25mm. n= modulat raho

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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