4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The uniform load is service load consisting of 50% dead load and 50% live load. The dead load includes the weight of the beam. Use A36M steel materials and Determine the service superimposed dead load and live load in (kN/m) can be applied on the member. |--1.8²| 5.4m -1.8mx/
4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The uniform load is service load consisting of 50% dead load and 50% live load. The dead load includes the weight of the beam. Use A36M steel materials and Determine the service superimposed dead load and live load in (kN/m) can be applied on the member. |--1.8²| 5.4m -1.8mx/
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.4P: A plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are...
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
Transcribed Image Text:4. The beam shown in figure below (W 410 x 46.1) has continuous lateral
support of both flanges. The uniform load is service load consisting of 50%
dead load and 50% live load. The dead load includes the weight of the
beam.
Use A36M steel materials and Determine the service superimposed dead load
and live load in (kN/m) can be applied on the member.
m.
|--1.8²|
1.8mx/
5. Design a bearing plate to distribute the reaction of the W 410 x 46.1 in
problem (4). The beam is to be supported on reinforced concrete wall with
f'c = 35 MPa. Use A36M steel materials for the beam and bearing plate.
5.4m
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