#3Draw the shear and bending-moment diagrams forthe beam.W b/ftM Ib-ft20 ft-10 ftW = Last 2 digits of ID numberM = First 2 digits of ID numberUsee.g., ID # = 18-3866-983W = 83 Ib/ftM = 18 lb.ft%3D# 4Draw the shear and moment diagrams for the beam.P kNW kN/mB-- 3 m -| 150 kN-m8m-Use W = Last 2 digits of ID numberP = First 2 digits of ID number

Given data in question Overhanging beam Span member length UDL Concentrated moment To find out…

#3 Draw the shear and bending-moment diagrams for the beam. W b/ft M Ib-ft B 20 ft - - 10 ft- W = Last 2 digits of ID number M = First 2 digits of ID number Use e.g., ID # = 18-3866-983 W = 83 Ib/ft M = 18 Ib.ft %D

#3 Draw the shear and bending-moment diagrams for the beam. W b/ft M Ib-ft B 20 ft - - 10 ft- W = Last 2 digits of ID number M = First 2 digits of ID number Use e.g., ID # = 18-3866-983 W = 83 Ib/ft M = 18 Ib.ft %D

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

#3
Draw the shear and bending-moment diagrams for
the beam.
W b/ft
M Ib-ft
20 ft-
10 ft
W = Last 2 digits of ID number
M = First 2 digits of ID number
Use
e.g., ID # = 18-3866-983
W = 83 Ib/ft
M = 18 lb.ft
%3D
# 4
Draw the shear and moment diagrams for the beam.
P kN
W kN/m
B-
- 3 m -
| 150 kN-m
8m-
Use W = Last 2 digits of ID number
P = First 2 digits of ID number

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