(a) Determine the minimum bolt size (preloaded grade 8.8) of slip factor 0.5 for the moment and shear connection between the floor beam and column in a steel building as shown in Figure Q1(a) based on the following data. Floor beam UB 610 × 229 x 140, column UC 254 × 254 x 132, unfactored dead load moment = 180 kNm, unfactored imposed load moment = 100 kNm, unfactored dead load shear = 300 kN, unfactored imposed load shear = 150 kN. wwwwww wwwwww $ 4 nos. HSFG flange bolts Þ + € + + 8 nos. HSFG + + web bolts $ + + + + Front Elevation Figure Q1(a) 254x254x132 UC 610x229x140 UB Side Elevation

(a) Determine the minimum bolt size (preloaded grade 8.8) of slip factor 0.5 for the moment and shear connection between the floor beam and column in a steel building as shown in Figure Q1(a) based on the following data. Floor beam UB 610 × 229 x 140, column UC 254 × 254 x 132, unfactored dead load moment = 180 kNm, unfactored imposed load moment = 100 kNm, unfactored dead load shear = 300 kN, unfactored imposed load shear = 150 kN. wwwwww wwwwww $ 4 nos. HSFG flange bolts Þ + € + + 8 nos. HSFG + + web bolts $ + + + + Front Elevation Figure Q1(a) 254x254x132 UC 610x229x140 UB Side Elevation

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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