The wood beam supports loads of w= 480 lb/ft and P = 1160 lb on span lengths of Lag = 8.8 ft, Lec=4.4 ft, and Lco= 4.4 ft. The bean cross section has dimensions of by - 1.1 in., d = 3.3 in., b2 = 4.6 in., and d2 = 8.35 in. Determine the magnitude and location of: (a) the maximum horizontal shear stress in the beam. (b) the maximum tensile bending stress in the beam. di d2 A LAB LBc LCD b2 b1 Answer: (a) Tmax= psi (b) Omax psi

The wood beam supports loads of w= 480 lb/ft and P = 1160 lb on span lengths of Lag = 8.8 ft, Lec=4.4 ft, and Lco= 4.4 ft. The bean cross section has dimensions of by - 1.1 in., d = 3.3 in., b2 = 4.6 in., and d2 = 8.35 in. Determine the magnitude and location of: (a) the maximum horizontal shear stress in the beam. (b) the maximum tensile bending stress in the beam. di d2 A LAB LBc LCD b2 b1 Answer: (a) Tmax= psi (b) Omax psi

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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The wood beam supports loads of w = 480 Ib/ft and P = 1060 lb on span lengths of LAB = 8.8 ft, Lgc = 4.4 ft, and Lco= 4.4 ft. The beam cross section has dimensions of b, = 1.4 in., dz = 4.2 in., b2 = 4.8 in., and d2 = 10.50 in. Determine the magnitude and location of: (a) the maximum horizontal shear stress in the beam. (b) the maximum tensile bending stress in the beam. P di d2 B C LAB LBC LCD b b2 b Answer: (a) Tmax= psi (b) ơmax= psi
A beam with b=200mm, h=400mm, cc=40mm, stirrups=10mm, fc'=32 MPa, fy=415 MPa is reinforced by 3-32mm diameter bars. Calculate the depth of the neutral axis
For the beam shown below, compute the following: Assume El = 1 X 10³ N-m² W = 300N/m 1.5m 0.5m 2m R1 (16-20) Compute the mid-span deflection y = (21-25) what is the max. deflection Ymax = mm R2
The following are the properties of a steel section to be used for a beam section:Fy = 248 MPa Area = 21300Ix = 300000000 Iy = 98800000Sx = 2080000 Sy = 746000d = 289 tw = 19.2tf= 31.8 bf = 265w beam in kN/m = 9laterally unsupported length, Lb = 3 m 1. What is the minimum unsupported length of the beam to be considered long? a. 16.2 m b. 14.5 m c. 13.6 m d. 12.8 m 2. What is the critical depth over thickness ratio set by NSCP? a. 206.68 b. 126.68 c. 106.68 d. 16.68 3. What is the allowable bending stress in the given beam section? a. 148.8 b. 163.68 c. 142.68 d. 124.68 4. If the laterally unsupported length been 10 m, what is the allowable bending stress as per NSCP 2001? a. 148.8 b. 163.68 c. 142.68 d. 124.68
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View Policies Current Attempt in Progress The wood beam supports loads of w = 460 lb/ft and P = 120O Ib on span lengths of LAB = 9.0 ft, LBC = 4.5 ft, and LcD= 4.5 ft. The beam cross section has dimensions of b, = 1.4 in., d, = 4.2 in., b2 = 4.5 in., and d, = 11.60 in. Determine the magnitude and location of: (a) the maximum horizontal shear stress in the beam. (b) the maximum tensile bending stress in the beam. P W di d2 B LAB LBC LCD by b2 Answer: (а) Тmax psi (b) Omax = psi Save for Later Attempts: 0 of 1 used Submit Answer
The wood beam supports loads of w=460 lb/ft and P = 920 lb on span lengths of LAB= 10.8 ft, LBC= 5.4 ft, and LCD= 5.4 ft. The beam cross section has dimensions of b₁ = 1.1 in., d₁ = 3.3 in., b₂ = 5.3 in., and d2 = 9.25 in. Determine the magnitude and location of: (a) the maximum horizontal shear stress in the beam. (b) the maximum tensile bending stress in the beam. A 31 Answer: (a) Tmax S (b) Omax E W LAB ♫ B psi psi LBC D c LCD P D d₁ N by b₂ b₁ d2
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Assignment 5.1 -Steel Beam Analysis -600 lb/ft e-1,200 lb/ft W 10 x 88 A992 Steel The beam carries the following service dead load and live load 10 10 10 = 600 lb/ft - 1,200 lb/ft 30h Check to see whether the Lateral support is provided at both ends and at the one-third points given section can safely carry the applied loads
The wood beam supports loads of w = 420 lb/ft and P = 1020 Ib on span lengths of LAB = 11.6 ft, LBc = 5.8 ft, and LCD= 5.8 ft. The beam cross section has dimensions of bq = 1.5 in., d1 = 4.5 in., b2 = 4.5 in., and d2 = 12.85 in. Determine the magnitude and location of: (a) the maximum horizontal shear stress in the beam. %3D (b) the maximum tensile bending stress in the beam. P w dj d2 B D LaB LBC LcD b2 b1 Answer: (a) Tmax psi (b) Omax psi
For the following plan it is required to: 1- Design all beams for flexure and shear, where they have additional 30 kN/m distributed factored load 2- Design the columns. The concrete has a strength of 30 MPa, and the yield strength of the steel is 420 MPa. Show full calculations and neat sketches. All dimensions are in m. I 03 B2 0,3 7 B1 Wu=20 kN/m2 B1