Following is a simple tower truss. Propose a bolt connection design for member AC. You are to assume your own bolt diameters and spacings but stay within standards. You are also to assume what section you want to use for member AC. You are also to assume all material - both for bolts and members - properties. Provide a diagram of your final connection proposal. Even if the requirement has a long duration for its completion, please work on it as soon as possible. 148 ° - (last 2 digits of your ID no. + your age twice your age x = minimum of 1 maximum of 2.5 x = (46 + 21) = 1.5952 173° m A ie. %3D (2 x 21) D WL = 3 kips 3 ft WL = 2 kips Service capacities AH = 3 kips (C) AB = 3.5 kips (C) LL =3x kips DL = 8x kips LL = 2x kips DL = 5x kips

Following is a simple tower truss. Propose a bolt connection design for member AC. You are to assume your own bolt diameters and spacings but stay within standards. You are also to assume what section you want to use for member AC. You are also to assume all material - both for bolts and members - properties. Provide a diagram of your final connection proposal. Even if the requirement has a long duration for its completion, please work on it as soon as possible. 148 ° - (last 2 digits of your ID no. + your age twice your age x = minimum of 1 maximum of 2.5 x = (46 + 21) = 1.5952 173° m A ie. %3D (2 x 21) D WL = 3 kips 3 ft WL = 2 kips Service capacities AH = 3 kips (C) AB = 3.5 kips (C) LL =3x kips DL = 8x kips LL = 2x kips DL = 5x kips

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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