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Structural Analysis
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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Part 1 Enter the area moment of inertia and flange width. As indicated, the numerical value you enter in the input field for I multiplied by the factor (106) equals the area moment of inertia in units of mm². x10 mm² 1₂ = bf = eTextbook and Media Save for Later Part 2 A By = Calculate the reaction forces B, and C, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since C, = 0, it has been omitted from the free-body diagram.) P Cy= a By i i B a M W 2a KN וחות KN AMA C₂ Submit Answer
Transcribed Image Text:Part 1 Enter the area moment of inertia and flange width. As indicated, the numerical value you enter in the input field for I multiplied by the factor (106) equals the area moment of inertia in units of mm². x10 mm² 1₂ = bf = eTextbook and Media Save for Later Part 2 A By = Calculate the reaction forces B, and C, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since C, = 0, it has been omitted from the free-body diagram.) P Cy= a By i i B a M W 2a KN וחות KN AMA C₂ Submit Answer
A W360 × 72 standard steel shape is used to support the loads shown on the beam in Figure A. The shape is oriented so that bending occurs about the weak axis as shown in Figure B. Assume P = 5.7 kN, w = 15.6 kN/m, M = 44 kN-m, and a = 1.45 m. Consider the entire 5.80 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam, and (b) the maximum compressive bending stress at any location along the beam. P a FIGURE A B a M * W 2a с N I W360 × 72 FIGURE B
Transcribed Image Text:A W360 × 72 standard steel shape is used to support the loads shown on the beam in Figure A. The shape is oriented so that bending occurs about the weak axis as shown in Figure B. Assume P = 5.7 kN, w = 15.6 kN/m, M = 44 kN-m, and a = 1.45 m. Consider the entire 5.80 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam, and (b) the maximum compressive bending stress at any location along the beam. P a FIGURE A B a M * W 2a с N I W360 × 72 FIGURE B
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