6.5 The rolled-steel beam shown has been reinforced by attaching to it two 12 x 175-mm plates, using 18-mm-diameter bolts spaced longi- tudinally every 125 mm. Knowing that the average allowable shear- ing stress in the bolts is 85 MPa, determine the largest permissible vertical shearing force. Fig. P6.5 W250 x 44.8 6.6 Solve Prob. 6.5, assuming that the reinforcing plates are only 9 mm thick.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6.5 The rolled-steel beam shown has been reinforced by attaching to it
two 12 x 175-mm plates, using 18-mm-diameter bolts spaced longi-
tudinally every 125 mm. Knowing that the average allowable shear-
ing stress in the bolts is 85 MPa, determine the largest permissible
vertical shearing force.
Fig. P6.5
W250 x 44.8
6.6 Solve Prob. 6.5, assuming that the reinforcing plates are only 9 mm
thick.
Transcribed Image Text:6.5 The rolled-steel beam shown has been reinforced by attaching to it two 12 x 175-mm plates, using 18-mm-diameter bolts spaced longi- tudinally every 125 mm. Knowing that the average allowable shear- ing stress in the bolts is 85 MPa, determine the largest permissible vertical shearing force. Fig. P6.5 W250 x 44.8 6.6 Solve Prob. 6.5, assuming that the reinforcing plates are only 9 mm thick.
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