DO ONLY A. I WANT IT TYPEWRITTEN. I'LL UPVOTE ONLY IF TYPEWRITTEN. THANK YOU. DON'T ANSWER IF YOU ALREADY ANSWERED THIS. I'LLDOWNVOTE YOU IF I SEE THE SAME ANSWERS AND IF IT IS HANDWRITTEN. 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

Answered: Image /qna-images/answer/fea6c173-c53e-43e6-b497-0a33687b4389.jpg

A simple beam AB is loaded by two segments of uniform load and two horizontal 900 lb 400 lb I B 4 ft 8 ft Figure No. 1 No. 1. forces acting at the ends of a vertical arm. (a) Draw the FBD 6.0 ft from A, and determine the sg (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. A RA 60 lb/ft C Rc 6 ft

A simple beam AB is loaded by two segments of uniform load and two horizontal 900 lb 400 lb I B 4 ft 8 ft Figure No. 1 No. 1. forces acting at the ends of a vertical arm. (a) Draw the FBD 6.0 ft from A, and determine the sg (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. A RA 60 lb/ft C Rc 6 ft

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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