Question 2: Joints A, B, C, D, and E are frictionless pins. Fand G are rough surface contacts. (a) Identify any 2 force members. (b) Complete the FBDS of all parts with all arrows in the correct direction and labelled (you do not need to draw a FBD of the cable at E). - 18"- 18 12 20 800 lb 24 30

Question 2: Joints A, B, C, D, and E are frictionless pins. Fand G are rough surface contacts. (a) Identify any 2 force members. (b) Complete the FBDS of all parts with all arrows in the correct direction and labelled (you do not need to draw a FBD of the cable at E). - 18"- 18 12 20 800 lb 24 30

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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Cables

Cables are collections of wires, alternatively referred to as a cord, connector, or plug. They are one or more wires covered in a plastic covering that allows for the transmission of power or data between devices. The earliest use of recognizable electrical cable was the early commercialized telegraph lines. These were iron-made and tedious to produce and install cabling.

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The three-plate moment connection shown below are all shop-welded to the column and then field bolted to the girder. The beam is a W18 55 that has a factored moment of Mu = 382 kip ft and a factored shear of Vu = 65 kip. All plates are A36 steel (Fy = 36 ksi, Fu = 58 ksi). Plate 2 is connected to the girder using four bolts as shown. All bolts for the connection are 7/8" diameter A325-X. • Design Plate 1, including the required number of bolts and dimensions of the plate. Assume an E70XX weld to the column. Consider limit states only for the plate itself. That is, you do not need to consider limit states for the beam or column. • For which plate(s) will you need to check the buckling capacity, Plate 1, 2, and/or 3? Explain. Plate2 Plate 1 3.00" 2.50" 2.00" 2.75" 2.75" 2.75" 2.00" Plate3 W18 55
The three-plate moment connection shown below are all shop- welded to the column and then field bolted to the girder. The beam is a W18 55 that has a factored moment of Mr = 382 kip ft and a factored shear of V₁ = 65 kip. All plates are A36 steel (Ex = 36 ksi. Fu = 58 ksi). Plate 2 is connected to the girder using four bolts as shown. All bolts for the connection are 7/8" diameter A325-X. Plate2 Plate 1 2.00" 2.75" 2.75" 2.75" 2.00" Plate3 W18 55 3.00" 2.50" (a) Design Plate 1, including the required number of bolts and dimensions of the plate. Assume an E70XX weld to the column. Consider limit states only for the plate itself. That is, you do not need to consider limit states for the beam or column. (b) For which plate(s) will you need to check the buckling capacity, Plate 1, 2, and/or 3? Explain.
The bearing-type-in. A325 bolts of the connection of Fig. have an al- lowable strength = (0.6)(30) = 18 k. Locate the instantaneous center of rota- tion of the connection, using the trial-and-error procedure, and determine the value of P. O O -5 in. F O +3 in. O P 6 in.
10) what is the bolt shear capacity of the flange connection in kips? (2 decimal places). A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
The three-plate moment connection shown below are all shop- welded- to the column and then field bolted to the girder. The beam is a W18 55 that has a factored moment of Ma = 382 kip ft and a factored shear of V. = 65 kip. All plates are A36 steel (E = 36 ksi, Fu = 58 ksi). Plate 2 is connected to the girder using four bolts as shown. All bolts for the connection are 7/8" diameter A325-X. Plate 1 Plate2 2.00" 2.75" W18 55 2.75" 2.75" 2.00" `Plate3 3.00" 2.50" (a) Design Plate 1, including the required number of bolts and dimensions of the plate. Assume an E70XX weld to the column. Consider limit states only for the plate itself. That is, you do not need to consider limit states for the beam or column. (b) For which plate(s) will you need to check the buckling capacity, Plate 1, 2, and'or 3? Explain.