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

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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

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.
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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