"T" Frame Support Mo A plane frame with an overhang is supported at points A and D as shown in the figure. A linearly varying distributed load of peak intensity qo=160 N/m acts on span AB. Concentrated moment M₁ = 380 N.m is applied at A, and an inclined concentrated load P = 200 N acts at C. Force P also acts at mid-height of column BD. The lengths of segments AB and BD are L = 4 m, and the length of the overhang BC is 2 m. Using the four-step problem-solving approach, find the support reactions at A and D and then calculate the axial force N, shear force V, and bending moment M at the top of column BD. A C Rolling support L 90 B L/2 - P L/2 D L/2 Pin support C

"T" Frame Support Mo A plane frame with an overhang is supported at points A and D as shown in the figure. A linearly varying distributed load of peak intensity qo=160 N/m acts on span AB. Concentrated moment M₁ = 380 N.m is applied at A, and an inclined concentrated load P = 200 N acts at C. Force P also acts at mid-height of column BD. The lengths of segments AB and BD are L = 4 m, and the length of the overhang BC is 2 m. Using the four-step problem-solving approach, find the support reactions at A and D and then calculate the axial force N, shear force V, and bending moment M at the top of column BD. A C Rolling support L 90 B L/2 - P L/2 D L/2 Pin support C

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

"T" Frame Support
160 N/m acts on
Mo
A plane frame with an overhang is supported at points A and D as shown in the
figure. A linearly varying distributed load of peak intensity do
span AB. Concentrated moment M₁ = 380
N.m is applied at A, and an inclined
concentrated load P = 200 N acts at C.
Force P also acts at mid-height of
column BD. The lengths of segments
AB and BD are L = 4 m, and the length
of the overhang BC is 2 m. Using the
four-step problem-solving approach,
find the support reactions at A and D
and then calculate the axial force N,
shear force V, and bending moment M
at the top of column BD.
Rolling
support
L
-
90
B
L/2
- P
L/2
D
L/2
Pin
support
4₁
C

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