Problem 6-1An MC10x22 channel (Fy=36ksi) is oriented as shown at right, so it carries verticalload about its minor flexural axis. It spans 10 ft (in the direction in and out of thepage), is simply-supported at its ends and is laterally braced at its midpoint. If itcarries a uniformly-distributed dead load of 0.3 kip/ft and a uniformly-distributedlive load of 0.4 kip/ft, does it have sufficient LRFD flexural strength?ANSWER: M-11.9k-ft, not sufficient)

Answered: Problem 6-1 An MC10x22 channel…

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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Two distributed loads act on the beam AB. If the resultant of this loads is a 2400 N-mcounterclockwise couple (a) Determine the load intensity, w at B and the distance “a” (b) what are thereactions at A and B ?
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Two distributed loads act on the beam AB. If the resultant of this loads is a 2400 N-mcounterclockwise couple (a) Free Body Diagram (b) Determine the load intensity, w at B and the distance “a” (c) what are thereactions at A and B ?
A W 530x92 supports a uniformly distributed load of 12 KN/m and equal concentrated load P at the quarter points of the beam. The compression flange is laterally supported at the point loads and the reactions. bf = 210 mm Properties of W 530x92 Sx = 2070x10³mm3 Es= 200000MPA d= 533 mm b, = 209 mm t,= 15.6 mm tw= 10.2 mm %3D Ix = 552x106 mm³ a) Find the maximum allowable load P, so that it will not exceed its allowable flexural stress.
From the given figure below, determine the maximum flexural stress of the beam if it has a cross section of 150mm wide by 250mm deep. (JN 10 N/m o' RA=42N 42N 3M B IM 75Nm 81NM Im RD=3N -3N 0° 78 Nm 3NM V-DIAG M-DIAG
Q3. Draw BMD and SFD for the overhang beam shown in the figure below. Calculate the position and magnitude of maximum positive and negative BM (if present). Also calculate the position of point of contra flexure if any. 600 N 2 kN 900 N C A LD E 3 m ,. 5 m 3 m 2 m
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At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925 sq.mm. fc'=17.24MPa, fy=413.7MPa. The concentrated live load that it could support at its midspan if it has a dead load including its own weight of 20kN/m with the beam span of 6m is _kN.A. 132kNB. 152KNC. 112kND. 92kN Please provide neat and clear solution
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HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4). Find the flange width (b) so that the max =30 Mpa and o p max.-90 Mpa. allowable stresses G. mpremia 20 mm W KN/m L(m) b(mm) Fot 4) 100mm

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