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Dec. 3024 University of Technology Civil Engineering Department First Semester Fourth Grade Steel Design Exam Time: 50 min. Q: Determine the strength of the connection in tension for the member 213-2-1/4, shown in the Fig (1) separated by 3/8 in gusset plate. Use Bolts diameter ½ in. A325, threads are excluded from shear plane, bearing type connection, (use Fy-36 ksi and Fu-58 ksi). Then check bolt spacing and edge distance, Assume (Le-1.25 in.) and (S-3 in.). L Fig(3) PHA Section Table 1-7 (continued) Angles Properties Axis X-X Shape Wi Arna a . Z Properties C www 113 ww 432 13/10 7.70 2.25 1.92 *V 11/10 5.90 1.73 1.54 0.922 1.00 0.779 0.937 1.06 1.78 0.736 0192 0.0006 139 1.03 1.39 *Vie /e 5.00 1.46 1.92 wy 8/18 4.10 3.07 0.902 1.19 1.09 0.847 0.662 0.945 0.541 0.953 0.414 0961 1.01 0.960 6.952 0.668 0.0855 1.19 0.633 0.06510 0.909 0.596 0.0270 0743 0.559 0.0119 90413 142 0.0248 1.43 0.6132 145 0.00076 146

Dec. 3024 University of Technology Civil Engineering Department First Semester Fourth Grade Steel Design Exam Time: 50 min. Q: Determine the strength of the connection in tension for the member 213-2-1/4, shown in the Fig (1) separated by 3/8 in gusset plate. Use Bolts diameter ½ in. A325, threads are excluded from shear plane, bearing type connection, (use Fy-36 ksi and Fu-58 ksi). Then check bolt spacing and edge distance, Assume (Le-1.25 in.) and (S-3 in.). L Fig(3) PHA Section Table 1-7 (continued) Angles Properties Axis X-X Shape Wi Arna a . Z Properties C www 113 ww 432 13/10 7.70 2.25 1.92 *V 11/10 5.90 1.73 1.54 0.922 1.00 0.779 0.937 1.06 1.78 0.736 0192 0.0006 139 1.03 1.39 *Vie /e 5.00 1.46 1.92 wy 8/18 4.10 3.07 0.902 1.19 1.09 0.847 0.662 0.945 0.541 0.953 0.414 0961 1.01 0.960 6.952 0.668 0.0855 1.19 0.633 0.06510 0.909 0.596 0.0270 0743 0.559 0.0119 90413 142 0.0248 1.43 0.6132 145 0.00076 146

Computer Networking: A Top-Down Approach (7th Edition)
Computer Networking: A Top-Down Approach (7th Edition)
7th Edition
ISBN:9780133594140
Author:James Kurose, Keith Ross
Publisher:James Kurose, Keith Ross
Chapter1: Computer Networks And The Internet
Section: Chapter Questions
Problem R1RQ: What is the difference between a host and an end system? List several different types of end...
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Dec. 3024 University of Technology Civil Engineering Department First Semester Fourth Grade Steel Design Exam Time: 50 min. Q: Determine the strength of the connection in tension for the member 213-2-1/4, shown in the Fig (1) separated by 3/8 in gusset plate. Use Bolts diameter ½ in. A325, threads are excluded from shear plane, bearing type connection, (use Fy-36 ksi and Fu-58 ksi). Then check bolt spacing and edge distance, Assume (Le-1.25 in.) and (S-3 in.). L Fig(3) PHA Section Table 1-7 (continued) Angles Properties Axis X-X Shape Wi Arna a . Z Properties C www 113 ww 432 13/10 7.70 2.25 1.92 *V 11/10 5.90 1.73 1.54 0.922 1.00 0.779 0.937 1.06 1.78 0.736 0192 0.0006 139 1.03 1.39 *Vie /e 5.00 1.46 1.92 wy 8/18 4.10 3.07 0.902 1.19 1.09 0.847 0.662 0.945 0.541 0.953 0.414 0961 1.01 0.960 6.952 0.668 0.0855 1.19 0.633 0.06510 0.909 0.596 0.0270 0743 0.559 0.0119 90413 142 0.0248 1.43 0.6132 145 0.00076 146
Transcribed Image Text:Dec. 3024 University of Technology Civil Engineering Department First Semester Fourth Grade Steel Design Exam Time: 50 min. Q: Determine the strength of the connection in tension for the member 213-2-1/4, shown in the Fig (1) separated by 3/8 in gusset plate. Use Bolts diameter ½ in. A325, threads are excluded from shear plane, bearing type connection, (use Fy-36 ksi and Fu-58 ksi). Then check bolt spacing and edge distance, Assume (Le-1.25 in.) and (S-3 in.). L Fig(3) PHA Section Table 1-7 (continued) Angles Properties Axis X-X Shape Wi Arna a . Z Properties C www 113 ww 432 13/10 7.70 2.25 1.92 *V 11/10 5.90 1.73 1.54 0.922 1.00 0.779 0.937 1.06 1.78 0.736 0192 0.0006 139 1.03 1.39 *Vie /e 5.00 1.46 1.92 wy 8/18 4.10 3.07 0.902 1.19 1.09 0.847 0.662 0.945 0.541 0.953 0.414 0961 1.01 0.960 6.952 0.668 0.0855 1.19 0.633 0.06510 0.909 0.596 0.0270 0743 0.559 0.0119 90413 142 0.0248 1.43 0.6132 145 0.00076 146
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