Answered: If the magnitude of a uniformly…

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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Example- 14.1. A plate girder is composed of the following elements: Web plate: 900 mm depth x 10 mm thickness () Two angles : ISA 200 mm×100 mmx12.0 mm @ 27.2 kg/m, in each flange (ii) (iii) Two flange plates : 500 mm x 16 mm in each flange. The girder is simply supported over an effective span of 12 m. The diameter of rivets used for connecting flange angles to the web and flange plates to flange angles is 20 mm. Determine the safe uniformly distributed load which the girder can carry, inclusive of its own weight. Assume that the compression flange is not restrained against lateral bending, but the ends are restrained against torsion. Take fy = 250 N/mm.
Structural Analysis Using Stiffness Method, analyze 16 AN 20KN A E.I E. I 5/ 6 KN E. 1 E, 1.5/ D. 2.0 m, 2.0 im 20 m AE 4.0 m (Rigid jointed) 6.0 m
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In beam test what is the advantage of a third point loading instead of using a single load in the middle when it should generate the same moment for the same load?
Do an analysis of beam in the given structure. Determine first if the beam is statically determinate before doing analysis. 400 KN - m 15 kN/m 6m -4 m- 160 KN -4 m-
A simple beam with a span of 15 ft supports a uniform load of 800 plf, which includes its own weight. What are the reactions of R2? A. 23,760 B. 23,120 C.22, 480 D.21, 840
Do an analysis of beam in the given structure. Determine first if the beam is statically determinate before doing analysis. A B 15 kN/m 6 m
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Q4 A single rolling load of 20 kN rolls along a girder of 25 m span. Draw the diagrams of maximum B.M. and maximum S.F. positive and negative. What will be the absolute maximum (+) S.F. and B.M. ? Fia
An enclosed water tank is fitted with a semi-spherical observation window. The observation window is situated h = 6 m below the water surface, and it is fixed to the side of the tank with four high strength steel bolts. Given that each bolt can sustain a maximum tensile force of 500 kN, is the observation window properly secured? Please clearly illustrate your free-body diagram.
Distributed load(s) of 50 kN/m may occupy any position(s) (either continuously or in patches) on the girder PQRST as shown in the figure (not drawn to the scale) R. P. Q 1.5 m 3 m 2 m 1.5 m

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If the magnitude of a uniformly distrubuted load is 12kN/m with a total span of 3m. What is the resultant of this load? 18kNm 18kN/m 36kNm