A W14 x 68 is used as a beamhaving a simple span of 6 m.Próperties of WF Section.d = 356.62 mmbf = 254.89 mm%3Dtf = 18.29 mmtw = 10.54 mmSx = 1688 x 103 mm3%3DRy = 62.48 mm%3DZx = 1885 x 103 mm3%3DFy = 345.6 MPa%3DEl = 150 000 kN-m2%3DCompute the safe uniform load (Wa)it could support due to the shearstrength of the beam. Use Case I forhot rolled shapes conditions usingASD Method. (kN/m)

Answered: Image /qna-images/answer/1f98770b-508b-4989-8b52-2201e23b2dec.jpg

A W14 x 68 is used as a beam having a simple span of 6 m. Próperties of WF Section. d = 356.62 mm %3D bf = 254.89 mm %3D tf = 18.29 mm %3D tw = 10.54 mm %3D Sx = 1688 x 103 mm3 || Ry = 62.48 mm %3D Zx = 1885 x 10³ mm3 %3D Fy = 345.6 MPa %3D El = 150 000 kN-m2 %3D Compute the safe uniform load (Wa) it could support due to the shear strength of the beam. Use Case I for hot rolled shapes conditions using ASD Method. (kN/m)

A W14 x 68 is used as a beam having a simple span of 6 m. Próperties of WF Section. d = 356.62 mm %3D bf = 254.89 mm %3D tf = 18.29 mm %3D tw = 10.54 mm %3D Sx = 1688 x 103 mm3 || Ry = 62.48 mm %3D Zx = 1885 x 10³ mm3 %3D Fy = 345.6 MPa %3D El = 150 000 kN-m2 %3D Compute the safe uniform load (Wa) it could support due to the shear strength of the beam. Use Case I for hot rolled shapes conditions using ASD Method. (kN/m)

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

For this symmetric queens truss how do I determine the length of ED
Please determine the beam shearing stress, flexural stress and maximum deflection using the given steel I beam.
By the method of section, compute the bar forces in the lettered bars of the trusses shown.
Using NSCP 2015 and Fy = 50ksi, determine the fcPn and Pn /2c for the column shown. W8X24 C10X15.3 KL = 12ft %3D
A steel built-up section is made by 3-W760 x 314 steel sections as shown in the figure.Typical section details is given at the right side. With this,
A steel built-up section is made by 3-W760 x 314 steel sections as shown in the figure.Typical section details is given at the right side. With this,
Find the Ultimate Moment (Mu) of a Wide Flange Section with the following Properties: Web Thickness Flange Flange Width Thickness b₁ mm Designation dxw W 12 x 58 J x10³ mm4 197,710 Weight W kg/m 86.3 Axis X-X S x103 mm³ 1,277.2 Area A mm² 10,968 Depth H mm r mm 309.6 Elastic Properties 134.26 1 1 x103 mm² tw mm 9.1 44,537 254.3 Axis Y--Y S X103 mm³ 350.3 4 mm 16.3 ľ mm 63.72 re mm 69.09
Find the Ultimate Moment (Mu) of a Wide Flange Section with the following dimensions: Flange Flange Width Thickness 4 mm Designation dxw W14 x 22 x10³ mm² 82,830 Weight W kg/m 32.9 Axis X-X S x10³ mm³ 474.7 Area A mm² 4,187 Web Depth Thickness H tw mm mm 349.0 r mm 140.65 5.8 Elastic Properties x10³ mm² 2,914 bę mm 127.0 Axis Y-Y S x10³ mm³ 45.9 8.5 rt mm mm 31.75 26.38
By the method of section, compute the bar forces in the lettered bars of the trusses shown.
Please determine the beam shearing stress, flexural stress and maximum deflection using the given steel I beam.
For the beam cross-section provided below, calculate the area of steel reinforcements b=200 d=450 A; = 2 0 30 اختر احدى الاجابات 956 mm? 1414 mm 1213 mm 2 1730 mm mm?
Compute the vertical distance of link AB from pin E for the given set up if the tension in link AB is equal to 1500 lb and the ratio of di to d2 is 7:8. -32"- E 12" C D A В d2 800 lb LLLLL LLLL G F 28" swer: d; = 21", total distance from pin E = 33"