Tension Member -Problem 29 - 4" BoltsGusset PlatePlate thickness t = ½"2"Tension MemberA36 Steel Plate3"P,10"и3"dhCompare TensionCapacity of line2"eabcde and lineAnAgfgchi4"4"

Given:- The diameter of the 9 bolts = 34" The plate thickness = t = 12" The tension member used =…

Answered: Tension Member -Problem 2 9 - 4" Bolts…

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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10) what is the bolt shear capacity of the flange connection in kips? (2 decimal places). Given: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
Ans - 8.44lb
Determine the effective net area using the U values given on Table 3.2 page77 of the reference book. An MC12x45 is connected through its web with 3 gageslines of 22mm diameter bolts. The gage lines are 76mm on center and the bolts arespaced 80mm on center along the gage line. If the center row of bolt is staggeredwith respect to the outer row, determine the effective net cross-sectional area of thechannel. Assume there are four bolts in each line.Draw the figure first and label it properly. Draw the fracture path using differentcolor or line weights.
1. what is the bolt shear capacity of the shear 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
Given W 16x36 section as shown below (Fy = 50 ksi, Fu = 65ksi). The holes are 3/4 inch in diameter. The connection is bottled at the web only. Assume x= 0.76 inch. 2. The shear lag coefficient U and the effective area Ae
Help, FEM: Given a differential eqn : D2 +3xD-6y =0. Find y(0.2) by Galeskin method.
16 A short rectangular column 300 mm on one side and 400 mm on the other side is reinforced with 8-16-mm-diameter longitudinal bars equally distributed to all sides. Use f’c = 21 MPa and fy = 420 MPa. Calculate the required spacing (mm) of laterial ties 10-mm-diameter. A. 300 B. 250 C. 450 D. none of the above
o) what is the block shear rupture (U-shaped) capacity of flange plate 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
19) what is the block shear rupture capacity of beam flange 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
11) what is the bolt bearing capacity of flange plate of the flange connection in kips? (2 decimal places) Given: 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
5. what is the shear rupture capacity of the shear plate of the shear 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
Calculate the capacity of the shear connection below. A36 Plate: Fyp= 248MPa, Fup= 400MPa. A992 Beam; Fyb= 345MPa, Fub= 450MPa. Fexx= 480MPa. twb= 10.92mm tp= 12, X= 45, nr= 3(no. of bolts) What is the bolt shear capacity in kN? What is the bearing capacity of the shear plate in kN? What us the bearing capacity of the beam in kN? What is the shear yielding capacity of shear plate in kN? What is the shear rupture capacity of the shear plate in kN? What is the block shear rupture capacity of shear plate in kN? What is the weld capacity in kN?

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Tension Member -Problem 2 9 - 4" Bolts Gusset Plate Plate thickness t = ½" 2" Tension Member b A36 Steel Plate 3" Р. 10" и 3" d h Compare Tension Capacity of line abcde and line 2" е An Ag fgchi 4" 4" .........