Problem 2-3 AW 14 x 211 beam is connected to a steel girder by 4-25 mm bolts as shown in Figure 2 - 15. The bolts are A325 with threads excluded from shear plane. The steel beam is ASTM A53. The angles and its connection to the girder can be assumed adequate to carry the loads. Determine the maximum end reaction that the beam can resist 60 mm 25-mm boks 30 80 mm W 14 x 211 2-100 mm angle leg 60 mm Figure 2-15

Problem 2-3 AW 14 x 211 beam is connected to a steel girder by 4-25 mm bolts as shown in Figure 2 - 15. The bolts are A325 with threads excluded from shear plane. The steel beam is ASTM A53. The angles and its connection to the girder can be assumed adequate to carry the loads. Determine the maximum end reaction that the beam can resist 60 mm 25-mm boks 30 80 mm W 14 x 211 2-100 mm angle leg 60 mm Figure 2-15

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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