Situation 12: A single plate 200 mm x 12 mm plate is connected to a steel plate by four 22 mm diameter rivets as shown in the figure. The steel is ASTM A36 with Fy= 248 MPa and Fu = 400 MPa. Use diameter hole = diameter of bolt + 2 Given: y= 40mm, y1 = 120mm, x = 40 mm, x1 = 120mm Y Y1 T X1 1. Which of the following nearly gives the Allowable Strength Ta in block shear? O 433 KN O 420 KN 401 KN O 441 KN

Situation 12: A single plate 200 mm x 12 mm plate is connected to a steel plate by four 22 mm diameter rivets as shown in the figure. The steel is ASTM A36 with Fy= 248 MPa and Fu = 400 MPa. Use diameter hole = diameter of bolt + 2 Given: y= 40mm, y1 = 120mm, x = 40 mm, x1 = 120mm Y Y1 T X1 1. Which of the following nearly gives the Allowable Strength Ta in block shear? O 433 KN O 420 KN 401 KN O 441 KN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

An A36 tension member shown in the figure is connected with three 19 mm diamter bolts. Diameter of hole = 22mm. Properties of 150 mm x 100 mm x 12.5 mm angle A = 3065 mm2 y = 50.55 mm Fy = 248 MPa Fu = 400 MPa Determine the design strength due to yielding in the gross section. (kN)
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=70ksip) what is the tensile yielding capacity of flange plate of the flange connection in kips? (2 decimal places)
Use ASD to determine the width of the 5/8 inch thick A36 plate subjected to tension as shown below. The dead load effect is PD=85 kip while the live load effect is PL=80 kip. Two rows of 5/8 inch standard bolts will be used for the connection and the plate width can be manufactured in 1 inch increments. Assume that the larger connected plate does not fail. Consider the limit states of gross tensile yield and tensile rupture. Find the required tension strength, Pa, for the controlling ASD load combination. Determine the width necessary for the plate to resist gross tensile yield. Determine the width necessary for the plate to resist tensile rupture. Report the required plate width.
Please use NSCP 2015.
Please answer on the image attached Thank you
Determine the design strength of an UNP300 with four lines if 20 mm diameter bolts in standard holes, as shown in the Figure below. 1= 20 mm 60 60 60 60 60 60, 60, 60, 60,60 UNP 300 F, = 370MPA F = 240MPa o o оо o o o o
i need the answer quickly
An A36 (Fy=248MPA, Fu=400MPA) steel plate with thickness, t=11mm used as a tension member is connected to a gusset plate using 24mm bolts as shown. Given center to center distances: X=98mm, Y=87mm and Z=105mm. Calculate the allowable strength in KN of the tension member considering Net Section Fracture on Path DGJ? Express your answer in 2 decimal places. Steel Plate 50 Pn 50
Calculate all 5 failures paths. Show step by step solution. A flat bar PL 12.7mm X 165mm Cross sectional area is 2095.5mm2. All units to be converted from SI to metric. Textbook reference: Handbook of steel construction CISC
1. Please check the safety of bolt connection in the figure below, where F=100KN (design value) and ej=300mm. For the M22 ordinary bolt of grade C, f =140 N/mm? and f" =305 N/mm?. (The unit of length is mm, and ignores the weld mark in the figure.) F %3D 160 b0 オ 80 4=10 |205 4=121 [8 00S
please solve and explain and neat hand writing
Situation 6: A steel plate is 280 mm wide and 15 mm thick with 4 bolts (24mm dia.) cut into the plate as shown. Hole diameter = diameter of bolt + 2 mm. Use Fy= 248 MPa and Fu = 400 MPa Given: S1 = 65mm, S2 = 65mm, S3 = 75mm, g1 = 80mm, g2 = 70mm, g3 = 70 mm $1 52 g1 O g2 DO E $3 1. Which of the following nearly gives the critical net area? O 3570 mm^2 O 3366 mm^2 3231 mm^2 O 3471 mm^2 A BO FO