20' B hinge C 8 R₁, Re M. and V 10' D 10' E Draw an influence line for reaction at A and determine the value of the reaction at Alfa 10 kpload is placed halfway between A and B Draw an influence line for reaction at C and determine the value of the reaction at Cf the following group of loads is placed on the beam A 10 kip load halfway between A and B A5 lip load at B A2D Draw an influence for moment at D and determine the value of the moment at for the worst case placement of a uniform load of 1.2 kips por foot that can be placed as needed over various segments of the beam

20' B hinge C 8 R₁, Re M. and V 10' D 10' E Draw an influence line for reaction at A and determine the value of the reaction at Alfa 10 kpload is placed halfway between A and B Draw an influence line for reaction at C and determine the value of the reaction at Cf the following group of loads is placed on the beam A 10 kip load halfway between A and B A5 lip load at B A2D Draw an influence for moment at D and determine the value of the moment at for the worst case placement of a uniform load of 1.2 kips por foot that can be placed as needed over various segments of the beam

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

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

A
20'-
B
hinge
8
R₁, RC MD, and Vp
10'
D
10'
E
Draw an influence line for reaction at A and determine the value of the reaction at
Aifa 10 kip load is placed halfway between A and B
Draw an influence line for reaction at C and determine the value of the reaction
at C If the following group of loads is placed on the beam
A 10 kip load halfway between A and B
• A5 kilo at B
A2 kpdat
Draw an influence line for moment at D and determine the value of the moment
at D for the worst case placement of a uniform load of 1.2 kips per foot that can
be placed as needed over various segments of the beam

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Step 1: Introduce the problem statement

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Step 2: ILD when load is at A, C and E

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Step 3: ILD when load is at between A and B

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Step 4: ILD when load is at B

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Step 5: ILD when load is at D

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Step 6: Plot ILD for Reaction at A and C and moment at D

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Step 7: Determine reaction at A when load of 10 kips acts between A and B

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Step 8: Determine reaction at C for given loading combination

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Step 9: Determine moment at D for worst loading combination

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