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W530 x 109 52 S3 8-d2- 21s S3 S3 ⑪ DETAIL 8-d2 -° W410 x 67 -4-d1 ° ° E 1↑51 -° á ° S3 53 53 C S2 4-d1

W530 x 109 52 S3 8-d2- 21s S3 S3 ⑪ DETAIL 8-d2 -° W410 x 67 -4-d1 ° ° E 1↑51 -° á ° S3 53 53 C S2 4-d1

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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1. In the figure, the beam, W410x67, with 9 mm web thickness
subjects the girder, W530x109 with 12 mm web thickness to a shear load,
P (kN). 2L – 90 mm × 90 mm × 6 mm with bolts frame the beam to the
girder.
Given: S1 = S2 = S5 = 40 mm; S3 = 75 mm; S4 = 110 mm
Allowable Stresses are as follows:
Bolt shear stress, Fv = 125 MPa
Bolt bearing stress, Fp = 510 MPa
1. Determine the allowable load, P (kN), based on the shear
capacity of the 4 – 25 mm diameter bolts (4 – d1) and calculate the allowable load, P (kN), based on bolt bearing stress on the web of the beam.
2. If P = 450 kN, determine the minimum diameter (mm) of 4 – d1
based on allowable bolt shear stress and bearing stress of the
beam web. 

W530 x 109 52 S3 8-d2- 21s S3 S3 ⑪ DETAIL 8-d2 -° W410 x 67 -4-d1 ° ° E 1↑51 -° á ° S3 53 53 C S2 4-d1
Transcribed Image Text:W530 x 109 52 S3 8-d2- 21s S3 S3 ⑪ DETAIL 8-d2 -° W410 x 67 -4-d1 ° ° E 1↑51 -° á ° S3 53 53 C S2 4-d1
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