2- (Midterm 2021 Question): Design the smallest and lightest (in terms of section dimensions and area) C-section to carry an axial tension load of Po = 90 kips and P. = 49 kips. The depth of the C-section should be smaller than 12". The C-section is connected to a gusset plate through the web with 6x7/8" bolts as shown below. Material is A36 (F, = 36 ksi, F. = 58 ksi). Find the block shear strength (OP.) of the selected C-section as well. Is the designed section adequate for block shear failure? Neglect the capacity of the bolts, the slenderness ratio, and the capacity of the gusset plate. Center line 2" 2 2" Gusset plate Connection Details Section View

2- (Midterm 2021 Question): Design the smallest and lightest (in terms of section dimensions and area) C-section to carry an axial tension load of Po = 90 kips and P. = 49 kips. The depth of the C-section should be smaller than 12". The C-section is connected to a gusset plate through the web with 6x7/8" bolts as shown below. Material is A36 (F, = 36 ksi, F. = 58 ksi). Find the block shear strength (OP.) of the selected C-section as well. Is the designed section adequate for block shear failure? Neglect the capacity of the bolts, the slenderness ratio, and the capacity of the gusset plate. Center line 2" 2 2" Gusset plate Connection Details Section View

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.13.2P

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