A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 8 ft, LBc = 3 ft, LCD= 3 ft, LDE = 4 ft, Pc = 2090 lb, PE = 2200 lb, WAB = 820 lb/ft, b₁ = 8 in., b2 = 2 in., b3 = 4 in., d₁ = 2 in., d2 = 9 in., d3= 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. WAB LAB B Pc LBC b₁ b3 с LCD -b₂ OD d₁ LDE d₂ dz PE

A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 8 ft, LBc = 3 ft, LCD= 3 ft, LDE = 4 ft, Pc = 2090 lb, PE = 2200 lb, WAB = 820 lb/ft, b₁ = 8 in., b2 = 2 in., b3 = 4 in., d₁ = 2 in., d2 = 9 in., d3= 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. WAB LAB B Pc LBC b₁ b3 с LCD -b₂ OD d₁ LDE d₂ dz PE

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

SHOW COMPLETE FBD
Solve correctly please and ny hand solve
Question 29 An A36 angle bar is used as a tension member connected on both legs with 20 mm . Given that s = 60 mm, calculate the design strength (kN) by LRFD with the limiting state of tensile yielding in the gross area. Write your answer to the nearest whole number. Ag = 1,852 mm2 t = 8 mm
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 9 ft, LBC = 3 ft, LCD = 4 ft, LDE = 2 ft, PC = 1670 lb, PE = 2080 lb, wAB = 680 lb/ft, b1 = 7 in., b2 = 2 in., b3 = 5 in., d1 = 2 in., d2 = 6 in., d3 = 2 in. Consider the entire 18-ft length of the beam and determine:(a) the maximum tension bending stress σTσT at any location along the beam, and(b) the maximum compression bending stress σCσC at any location along the beam.
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 5 ft, LBC = 2 ft, LCD = 3 ft, LDE = 3 ft, Pc= 1610 lb, Pe= 1710 lb, WAB=610 lb/ft, b1 = 7 in., b2 = 2 in., b3 = 4 in., d1 = 2 in., d2 =10 in., d3 = 2 in. Consider the entire 13-ft length of the beam and determine: (a) the maximum tension bending stress o, at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam
A simply supported girder spans 10 m. It carries two beams each at 3.5 m from the supports. The concentrated load from each beam is 70 kN
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 6 ft, LBC = 2 ft, LCD = 2 ft, LDE = 5 ft, PC = 1950 lb, PE = 1790 lb, wAB = 790 lb/ft, b1 = 8 in., b2 = 2 in., b3 = 4 in., d1 = 2 in., d2 = 8 in., d3 = 2 in. Consider the entire 15-ft length of the beam and determine: (a) the maximum tension bending stress σTσT at any location along the beam, and (b) the maximum compression bending stress σCσC at any location along the beam.
QB5
please put in 3 decimal places thank you for the help
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 8 ft, LBc = 2 ft, LcD = 4 ft, LpDE = 2 ft, Pc= 2100 lb, PĘ = 1750 lb, WWAB = 710 Ib/ft, b = 9 in., b2 = 2 in., b3 = 7 in., d1 = 2 in., d2 = 11 in., d3 = 2 in. Consider the entire 16-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. PC PE WAB B C E LAB LBC LCD LDE b1 di d2 dz b3 Answers: (a) oT = psi. i (b) oc psi. i
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 7 ft. LBc = 3 ft, LcD=4 ft. LDE = 4 ft. Pc 1990 lb, PE = 1890 lb, WAB = 930 lb/ft, b₂ = 7 in., b₂ = 2 in., b3=4 in., d₁ = 2 in., d₂ = 11 in., d3 = 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress 07 at any location along the beam, and (b) the maximum compression bending stress o at any location along the beam. PE ad WAB B LAB Answers: (a) OT = (b) o = Pc LBC b₁ C 4 b3 LCD -b₂ psi. psi. D d₁ LDE d₂ d3 E
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 9 ft, LBC = 3 ft, LCD = 4 ft, LDE = 2 ft, PC = 1610 lb, PE = 2300 lb, wAB = 790 lb/ft, b1 = 10 in., b2 = 2 in., b3 = 7 in., d1 = 2 in., d2 = 7 in., d3 = 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress σT at any location along the beam, and (b) the maximum compression bending stress σC at any location along the beam.