draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown. number 2 in the image l SMART10:36 AM© 100%Untitled documentHomework 4Solve the following problems.1. Draw the shear and bending moment diagrams for the reinforcedcolumn loading of22.5 kN/m and the upward soil reaction of 7.5 kN/m, as shown inconcretefooting subjected tothe downwardthe figure.-1.2 m--1.2 m1.2 m22 kN/mABC7.5 kN/m2.Drawtheshearandbendingmomentdiagramsandthequalitative deflected shape for the beam shown.30 kN/m-10m-5 m

Answered: Image /qna-images/answer/fd7b2232-1480-4817-9938-61641a02a931.jpg

Answered: 2. Draw the shear and bending moment…

2. Draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown. 30 kN/m BO -10m -5 m

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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Concept explainers

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown. number 2 in the image

l SMART
10:36 AM
© 100%
Untitled document
Homework 4
Solve the following problems.
1. Draw the shear and bending moment diagrams for the reinforced
column loading of
22.5 kN/m and the upward soil reaction of 7.5 kN/m, as shown in
concrete
footing subjected to
the downward
the figure.
-1.2 m-
-1.2 m
1.2 m
22 kN/m
A
B
C
7.5 kN/m
2.
Draw
the
shear
and
bending
moment
diagrams
and
the
qualitative deflected shape for the beam shown.
30 kN/m
-10m
-5 m

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