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 boltsAllowable bearing pressure on concrete is 4000 kN/m?.Example 5.3 Design the base plate in Example 5.2, if in addition to the column load it issubjected to a bending moment of:(1) 60 kNm, and (2) 120 kNmDesign the anchor bolts if required.

Answered: Image /qna-images/answer/a5bf7140-f239-43fe-aec1-92f6c2ac797c.jpg

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/m2. Example 5.3 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/m2. Example 5.3 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.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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