1-87. The beam is made from southern pine and is supported by base plates resting on brick work. If the allowable bearing stresses for the materials are (opine) allow = 2.81 ksi and (ºbrick) allow = 6.70 ksi, determine the required length of the base plates at A and B to the nearest inch in order to support the load shown. The plates are 3 in. wide. Prob. 1-87 A 5 ft 6 kip 5 ft 200 lb/ft B -3 ft-

1-87. The beam is made from southern pine and is supported by base plates resting on brick work. If the allowable bearing stresses for the materials are (opine) allow = 2.81 ksi and (ºbrick) allow = 6.70 ksi, determine the required length of the base plates at A and B to the nearest inch in order to support the load shown. The plates are 3 in. wide. Prob. 1-87 A 5 ft 6 kip 5 ft 200 lb/ft B -3 ft-

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

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Please answer the questions on the picture and draw free-body diagram make sure you show all of your work, Thank you for your help!

1-87. The beam is made from southern pine and is supported by base
plates resting on brick work. If the allowable bearing stresses for the
materials are (opine) allow
= 2.81 ksi and (ºbrick) allow = 6.70 ksi, determine
the required length of the base plates at A and B to the nearest inch
in order to support the load shown. The plates are 3 in. wide.
Prob. 1-87
A
5 ft
6 kip
5 ft
200 lb/ft
B
-3 ft-

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