Q5/ For the floor system shown in fig. Answer the following:- 1-Determine the ultimate bending moment through sections (1-1) to (6-6)? 2- Design beams in sections (2-2),(3-3),(5-5),(6-6)?if d =390mm 3-if the beam in section (7-7) reinforced with 3#25 at bottom. What is the maximum live load may be applied on the floor? Use the following data:- Roofing load=3.5kN/m² ,W1=5kN/m², f'c=25Mpa fy=420Mpa Y. = 24kN / m’,7 prick = 18kN / m All column=300*300mm,bw=300mm,stem depth=300mm slab thickness =160mm, over all beams partition with 0.25m thickness and 3.6m height

Q5/ For the floor system shown in fig. Answer the following:- 1-Determine the ultimate bending moment through sections (1-1) to (6-6)? 2- Design beams in sections (2-2),(3-3),(5-5),(6-6)?if d =390mm 3-if the beam in section (7-7) reinforced with 3#25 at bottom. What is the maximum live load may be applied on the floor? Use the following data:- Roofing load=3.5kN/m² ,W1=5kN/m², f'c=25Mpa fy=420Mpa Y. = 24kN / m’,7 prick = 18kN / m All column=300*300mm,bw=300mm,stem depth=300mm slab thickness =160mm, over all beams partition with 0.25m thickness and 3.6m height

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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