The built-up section made of two MC18 x 42.7 and plates shown in Figure 2. A 22-mm bolts are used with at least three bolts each line 75 mm on center. (For the symmetric section shown assume a shear lag factor of 0.85). Use A36 steel. Assume bolts are not staggered. For MC 18 x 42.7: A=8129 mm² X = 22.35 mm

The built-up section made of two MC18 x 42.7 and plates shown in Figure 2. A 22-mm bolts are used with at least three bolts each line 75 mm on center. (For the symmetric section shown assume a shear lag factor of 0.85). Use A36 steel. Assume bolts are not staggered. For MC 18 x 42.7: A=8129 mm² X = 22.35 mm

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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