Answer b c d only. I'll upvote if complete and typewritten.Downvote if handwritten. Thank you No. 1.A simple beam AB is loaded by two segments of uniform load and two horizontalforces acting at the ends of a vertical arm.(a) Draw the FBD 6.0 ft from A, anddetermine the sg900 lb400 lb(b) hear and bending moment.60 lb/ft(c) Draw the shear-force and bending-moment diagrams for this beam.AB(d) Determine the maximum positive &negative moment and maximum shear.RA4 ft$Rc8 ftFigure No. 16 ftD

(b) Shear and Bending Moment : ∑MA=060×18×9 + 900×4 + 400×18 - RC×12 = 0RC=1710 lb ↑∑V=0RA+RC=60×18…

Answered: (b) hear and bending moment. (c) Draw…

(b) hear and bending moment. (c) Draw the shear-force and bending- moment diagrams for this beam. (d) Determine the maximum positive & negative moment and maximum shear.

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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Answer b c d only. I'll upvote if complete and typewritten.Downvote if handwritten. Thank you

No. 1.
A simple beam AB is loaded by two segments of uniform load and two horizontal
forces acting at the ends of a vertical arm.
(a) Draw the FBD 6.0 ft from A, and
determine the sg
900 lb
400 lb
(b) hear and bending moment.
60 lb/ft
(c) Draw the shear-force and bending-
moment diagrams for this beam.
A
B
(d) Determine the maximum positive &
negative moment and maximum shear.
RA
4 ft
$
Rc
8 ft
Figure No. 1
6 ft
D

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