Example : 5.2 A column section I.S.H.B. 350@ 661.2 N/m carries an axial load of 1100KN.Design a suitable gusset base using,(a). riveted construction (b) HSFG boltsAllowable bearing pressure on concrete is4000 kN/m².Design the base plate in Example 5.2, if inaddition to the column load it is subjected toa bending moment of:(1) 60 kNm, and (2) 120 kNm Design theanchor bolts if required.

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Example : 5.2 A column section I.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?. Design the base plate in Example 5.2, if in addition to the column load it is subjected to a bending moment of: (1) 60 kNm, and (2) 120 kNm Design the anchor bolts if required.

Example : 5.2 A column section I.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?. Design the base plate in Example 5.2, if in addition to the column load it is subjected to a bending moment of: (1) 60 kNm, and (2) 120 kNm Design the anchor bolts if required.

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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