Would a W18X 60 steel beam of A992 steel work for the figure shown. Problem 5,5-5aP₁= 12kА++14'9.6kHinge-9.66P2 8kc()701-22.4Concentrated loads are live loads• W18x60 A992 adequate?Fy=50ksiAssumption: Don't account for self-weight (based on whatPg 8kwas told in class)P₁= (1.6) (124)= 19.2kP₂= (1.6) (8k) = 12.8kP₁ = (1.6) (8k) = 12.8k28'+++141 14` 14` 14' 141281DA6.4-6.4Flange:A = 5.440.38√ = 9.15-2pWeb%2=38.7 3.76 √2/Fy=90.55So,mn=mp=FyExMn = (50ksi) (123 in)CompactZx=123in²Mn 6150 kin=512.5 kftdmn -0.9 (512.5hft)-461.25 kftW18x60 Mn = 46| kft |6▬▬▬FIGURE P5.5-4brob5.5-5 The beam shown in Figure P5.5-5 is a two-span beam with a pin (hinge)in the center of the left span, making the beam statically determinate.There is continuous lateral support. The concentrated loads are servicelive loads. Determine whether a W18 X 60 of A992 steel is adequate.a. Use LRFD.AO12 k-28'-18'B✈8 k- hinge←14--14--14--14-14-1-28'-сFIGURE P5.5-58 k-28'-14'-D5.5-6 A W12 X 30 of A992 steel has an unbraced length of 10 feet. Using C=1.0,a. Compute L and L.. Use the

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5.5-5 The beam shown in Figure P5.5-5 is a two-span beam with a pin (hinge) in the center of the left span, making the beam statically determinate. There is continuous lateral support. The concentrated loads are service live loads. Determine whether a W18 × 60 of A992 steel is adequate. a. Use LRFD.

5.5-5 The beam shown in Figure P5.5-5 is a two-span beam with a pin (hinge) in the center of the left span, making the beam statically determinate. There is continuous lateral support. The concentrated loads are service live loads. Determine whether a W18 × 60 of A992 steel is adequate. a. Use LRFD.

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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