Q1:For the one way slab system shown in Fig (2), Findmaximum positive moment and maximum negativemoment In beams and design the beam for bothWL =Wa =All Columns = 250* 400All Beams =Studentbw,W, kN/mh, mm1.5mWd4mmm173001501.5 8.751.4450

Solution; Given that; h=600 mm WL=2 KN/m2 Wd=8 KN/m2 L=2.25 bw=165 mm fy=350 f'L=22

Q1: For the one way slab system shown in Fig (2), Find maximum positive moment and maximum negative L moment In beams and design the beam for both WL = Wa = All Columns = 250* 400 All Beams = Student bw, WL, kN/m? h, mm 1.5m Wa 4m mm 1 17 300 150 1.5 8.75 1.4 450 %3D %3D %3D %3D

Q1: For the one way slab system shown in Fig (2), Find maximum positive moment and maximum negative L moment In beams and design the beam for both WL = Wa = All Columns = 250* 400 All Beams = Student bw, WL, kN/m? h, mm 1.5m Wa 4m mm 1 17 300 150 1.5 8.75 1.4 450 %3D %3D %3D %3D

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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Question

Q1:
For the one way slab system shown in Fig (2), Find
maximum positive moment and maximum negative
moment In beams and design the beam for both
WL =
Wa =
All Columns = 250* 400
All Beams =
Student
bw,
W, kN/m
h, mm
1.5m
Wd
4m
mm
17
300
150
1.5 8.75
1.4
450

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Step 1: Given that;

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Step 2: Load Calculation;

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Step 3: Find Depth of Beam and Negative Moment;

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Step 4: Find Reinforcement & stirrups;

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Step 5: Find Shear for concrete;

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