Fundamentals Of Structural Analysis:
Fundamentals Of Structural Analysis:
5th Edition
ISBN: 9781260083330
Author: Leet, Kenneth
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 3, Problem 11P
To determine

Calculate the reactions at A, C, and D.

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1000 th 2' 2' w=200 to /ft Handout Problem #3. A beam has the loading and cross section shown. 1) Draw the shear force and bending moment diagrams for the beam. 5" 2) Determine the maximum bending stress in the beam. Carefully identify its location both along the beam and along the cross section. 3) Determine the maximum transverse shear stress in the beam. Carefully identify its location both along the beam and along the cross section: y=2" up from bottom "INA = 33.33 int VMAX = 1160+b MMAX - 2704 Hb-ft QMAX = 8mm³
Units: lb-ft Handout Problem #2 The dimensions of the shape as well as the bending moment diagram of a flanged wooden shape are shown. 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. 10 in. 10,580 9,200 4,743 2 in. 8 in. 2 in. 2 in. -8,400 6 in.
(USE 0BC 2024) For a 800 m2 4-storey sprinklered Dry-cleaning establishment (not using explosive solvents), facing 1 street(s), what are the minimum required fire-resistance ratings (FRR) or fire-protection ratings (FPR) for the following?     Typical floor assembly (in minutes, please. Just write the number of minutes please)           Detailed OBC reference =         Public corridor wall (in minutes please)         Detailed OBC reference =         Suite egress door (in minutes, please) =         Detailed OBC reference =         Exit stair walls (in minutes, please) =         Detailed OBC reference =         Exit stair door (in minutes, please) =         Detailed OBC reference =         Elevator shaft enclosure (in minutes, please) =         Detailed OBC reference =         Vertical mechanical shaft enclosure (in minutes, please) =         Detailed OBC reference =
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