| 501-50 1-75-1-350-110 'd 50 4 75 75 ✓ 50 с Then tension member shown in the figure is an A36 steel plate 16 mm thick. The bolts are 22 mm in diameter. Calculate the following: 49. Determine the net area (mm^2) across fracture line a-b-f-g. The damaged hole diameter is 4 mm larger than the bolt diameter. 50. Determine the net area. (mm^2) across fracture line d-e-b-f-g. The damaged hole diameter is 4 mm larger than the bolt diameter. 400 MPa. 51. Ultimate tensile strength (kN) based on tensile rupture if Fu =

| 501-50 1-75-1-350-110 'd 50 4 75 75 ✓ 50 с Then tension member shown in the figure is an A36 steel plate 16 mm thick. The bolts are 22 mm in diameter. Calculate the following: 49. Determine the net area (mm^2) across fracture line a-b-f-g. The damaged hole diameter is 4 mm larger than the bolt diameter. 50. Determine the net area. (mm^2) across fracture line d-e-b-f-g. The damaged hole diameter is 4 mm larger than the bolt diameter. 400 MPa. 51. Ultimate tensile strength (kN) based on tensile rupture if Fu =

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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Question 27 An A36 angle bar is used as a tension member connected on both legs with 18 mm diameter bolts. Given that s = 65 mm, calculate the design strength (kN) by LRFD with the limiting state of tensile fracture at the smallest possible net area. Write your answer to the nearest whole number. Ag = 1,852 mm2 t = 8 mm
QUESTION 8 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi effective bolt hole diameter = bolt hole + 1/16" beam properties: tw=0.295 in. Fexx=70ksi what is the shear yielding capacity of shear plate in kips? (2 decimal places)
SITUATION I A lapped bolted lension member is shown. Diameter of bolts are 22 mm and the plate material is A36 steel Fy = 275 MPа, Fи 3 415 МPа. Assume the fasteners are adequate and do not control the tensile capacity. Diameter of hole is 2.5 mm bigger than the diameter of bolt. 12 :: 350 50 100 100 50 50 1. Determine the tensile capacity of the lapped joint based on gross area. a. 252.656 kN c. 866.250 kN b. 202.125 kN d. 693.000 kN 2. Determine the net Area for the tensile capacity of the lapped joint. а. 3318 тm? c. 5250 mm? b. 1554 mm? d. 1824 mm? 3. Determine the tensile capacity of the lapped joint based on the net area. a. 752.856 kN C. 866.250 kN b. 688.845 kN d. 1039.500 kN
An A36 tension plate is 10 mm thick is given below. Bolts are 20 mm. Given that s = 65 mm and g = 70 mm, calculate the net area at tensile fracture line d-e-b-f-g in mm2. Write your answer rounded to the nearest whole number.
A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. Determine the allowable tensile strength of the section based on tensile rupture of the net area. Answer: о о lo O o
The tension member shown in the figure is an A36 steel plate 16 mm thick. The bolts are 22 mm in diameter. Calculate the following: 50. Determine the net area (mm^2) across fracture line d-e-b-f-g. The damaged hole diameter is 4mm larger than the bolt diameter.
An A36 angle bar is used as a tension member connected on both legs with 12 mm diameter bolts. Given that s = 50 mm, calculate the design strength (kN) by LRFD with the limiting state of tensile fracture at the smallest possible net area. Write your answer to the nearest whole number. Ag = 1,852 mm2 t = 8 mm
Problem (4): A36 steel is used for the tension member shown in Figure below. a. Determine the nominal strength based on the gross area. b. Determine the nominal strength based on the net area. PL 300mmx17mm 150 75 75 75 75 75 125 ImmmmTmm"" mmn mm mm 50mm 100mm 100mm 50mm 19mm diameter bolts Problem (5): The tension m shown in Figur
A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 2L5 x 3 x16 LLBB Determine the allowable tensile strength for ASD. Select one: а. 52.1 b. 104.2 c. 87.8 d. 43.9
19. determine the capacity of the details shown below.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=70ksis) what is the block shear rupture capacity of beam flange of the flange connection in kips? (2 decimal places)
An A36 tension plate is 11 mm thick is given below. Bolts are 20 mm. Given that s = 60 mm and g = 70 mm, calculate the net area at tensile fracture line d-e-b-c in mm2. Write your answer rounded to the nearest whole number.