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A B C -30² +84/4 -22- E ---8-2 -22- G -12- H

A B C -30² +84/4 -22- E ---8-2 -22- G -12- H

Structural Analysis
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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A -12²-+-+- B -30 C D ++844 22- E F +84-2 H G --++-12--/ -22-
Transcribed Image Text:A -12²-+-+- B -30 C D ++844 22- E F +84-2 H G --++-12--/ -22-
There is a beam as shown in the figure below, in which points C, E and G are roller bearings (Roller), point B is hinge bearings (Hinge), and points B and F are internal connections (Pin), this beam is subjected to two forces in total : 1.2 kips/ft uniform live load (Live Load) and 2 kips/ft uniform distribution dead load (Dead Load). (c) What is the maximum possible reaction force of the support under the action of the two forces? Appear at that point? Tip: The distribution position of the live load can be appropriately selected, and the dead load is the self-weight of the structure itself, so the whole beam is evenly distributed.
Transcribed Image Text:There is a beam as shown in the figure below, in which points C, E and G are roller bearings (Roller), point B is hinge bearings (Hinge), and points B and F are internal connections (Pin), this beam is subjected to two forces in total : 1.2 kips/ft uniform live load (Live Load) and 2 kips/ft uniform distribution dead load (Dead Load). (c) What is the maximum possible reaction force of the support under the action of the two forces? Appear at that point? Tip: The distribution position of the live load can be appropriately selected, and the dead load is the self-weight of the structure itself, so the whole beam is evenly distributed.
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