Example 5.2 A column section 1.S.H.B. 350 @ 661.2 N/m carries an axial load of 1100 kN. Design a suitable gusset base using, (a). riveted construction (b) HSFG bolts Allowable bearing pressure on concrete is 4000 kN/m?. Example 5.3 subjected to a bending moment of: (1) 60 kNm, and (2) 120 kNm Design the anchor bolts if required. Design the base plate in Example 5.2, if in addition to the column load it is

Example 5.2 A column section 1.S.H.B. 350 @ 661.2 N/m carries an axial load of 1100 kN. Design a suitable gusset base using, (a). riveted construction (b) HSFG bolts Allowable bearing pressure on concrete is 4000 kN/m?. Example 5.3 subjected to a bending moment of: (1) 60 kNm, and (2) 120 kNm Design the anchor bolts if required. Design the base plate in Example 5.2, if in addition to the column load it is

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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