3. Find out the safe load P carried by the bracket at an eccentricity of 300mm to a column through6 bolts of M20 grade 4.6 arranged in two vertical rows 60mm apart as shown in Fig.3. the pitchof the bolts is 60 mm, and the total load lies in the plane of the joint. The thickness of the flangeis 9.1 mm and the bracket plate 10mmP300 mm2 x 60mmcg10 mm thick plate9.1 mm flange60 mm

Step 1: d=20mm d0=22mm fu=410 MPa tf=9.1mm Design shear strength of blots= 45272 N Kb is least of…

Find out the safe load P carried by the bracket at an eccentricity of 300mm to a column thr 6 bolts of M20 grade 4.6 arranged in two vertical rows 60mm apart as shown in Fig.3. the of the bolts is 60 mm, and the total load lies in the plane of the joint. The thickness of the fi is 9.1 mm and the bracket plate 10mm

Find out the safe load P carried by the bracket at an eccentricity of 300mm to a column thr 6 bolts of M20 grade 4.6 arranged in two vertical rows 60mm apart as shown in Fig.3. the of the bolts is 60 mm, and the total load lies in the plane of the joint. The thickness of the fi is 9.1 mm and the bracket plate 10mm

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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