Steel Structure Design a concentrically loaded bolted connection with the following given information. Also verify your design and draw s sketch showing final layout of the connection. Size and type of bolts: 3/4-in A325 (Group A) bolts in standard-size holes with threads excluded from the shear plane in a bearing-type connection shown in figure 1. Use Fu= 58 ksi and assume edge distances to be 2 in and the distance center-to-center of holes to be 3 in, Assume that deformation at bolt holes is a design consideration. Pu = 345 k using LRFD
Steel Structure Design a concentrically loaded bolted connection with the following given information. Also verify your design and draw s sketch showing final layout of the connection. Size and type of bolts: 3/4-in A325 (Group A) bolts in standard-size holes with threads excluded from the shear plane in a bearing-type connection shown in figure 1. Use Fu= 58 ksi and assume edge distances to be 2 in and the distance center-to-center of holes to be 3 in, Assume that deformation at bolt holes is a design consideration. Pu = 345 k using LRFD
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Steel Structure
Design a concentrically loaded bolted connection with the following given information. Also verify your design and draw s sketch showing final layout of the connection. Size and type of bolts: 3/4-in A325 (Group A) bolts in standard-size holes with threads excluded from the shear plane in a bearing-type connection shown in figure 1. Use Fu= 58 ksi and assume edge distances to be 2 in and the distance center-to-center of holes to be 3 in, Assume that deformation at bolt holes is a design consideration. Pu = 345 k using LRFD
Transcribed Image Text:5222
-in PL.
in PL
LCO
2 in 3 in 2 in
Fig. 01
-in bolts (A=0.44 in² cach)
-in PL
-P₁ or P.
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