2. A staggered riveted connection has rivets arranged as shown. Diameter of rivet is 28 mm. UseAISCINSCP Specs. Fy 248 MPa, Fu = 400 MPa. Determine the distance "S" so that the areaarea in chain ABCD is equal to the net area in chain ABD. Determine also the tensile capacityof P.4510350 mm9090 Imm60 mm888

Answered: Image /qna-images/answer/87ff922e-688c-44ba-b253-a744390a90fc.jpg

Answered: 2. A staggered riveted connection has…

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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A staggered riveted connection has rivets arranged as shown below. The plate is 400 mm and 12 mm thick with four bolt holes. The diameter of rivet is 34 mm The diameter of the rivet hole is assumed to be 5 mm larger than rivet diameter. Fy = 248 MPa. Fu= 410 MPa, Fv in rivets is 372 MPa. 1. Which of the following gives the distance b so that the net area in section 1 – 2 – 3 – 4 equal to the net area in section 1 – 2 – 4 a. 30.01 mm b. 25.12 mm c. 19.7 mm d. 12.23 mm 2. Which of the following gives the net area using the computed value of b. a. 4622.65 mm² b. 5623.75 mm² c. 3623.64 mm² d. 7652.85 mm² 3. Which of the following gives the maximum tensile force that the connection could carry if the allowable yield stress is Fy/1.67. a. 432.12 kN b. 724.73 kN c. 253.25 kN d. 712.81 kN 4. Which of the following gives the maximum tensile force that the…
Calculate and check the design strength of the connection shown below. Is the connection adequate for carrying the factored load of 65 kips. -3/8 in. А36 5 x % 125 АЗ6 2.50 65 k 1.25 % in, bolts 1.25 2.50 1.25
A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy-248MPA and Fu -400MPA. Gusset Plate Alowable Sresse Alowable tensle stress igross ara)0.00 Alowable tereile stres net area)0SOF. Allowable shear stress (net ares)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 KN O 140.14 kN O 157.93 kN O 304.00 N Next
Bolted and Riveted Connections From the bolted connection shown, the diameter of bolts is 18mm0 with the hole diameter equal to 3mm bigger than the bolt, the angular section is 100 x 75 x 8 mm, with an area of 1340 mm2. Thickness of the gusset plate is 9mm. The gusset plate and angle arc A36 steel with Fy = 250 MPa and Fu = 400 MPa. Determine the tensile capacity of the connection based on gross area. Determine the tensile capacity of the connection based on effective net area using a reduction factor of 0.85. Determine the tensile capacity of the connection based on gross area.
The following image shows a front and side view of the column connection. The bolts have a diameter of ¾”. The W12X65 profile has a thickness of 0.605”. Determine:a. The shear stress in the bolts.b. The axial stress in the bolts.c. The support stress in the W12X65 profile.
Six rivets are used in the connection shown in the figure. If both P=50KN, what is the minimum diameter rivet is necessary so as not exceed the 70MPa allow shearing stress? What thickness of plate is required so as not exceed a bearing stress of 140MPA? p= 50 80 mm 80 mm 100 mm
Given: The L8x4x½ shown below is welded to the gusset plate by its long leg. L₁ = 10" and L₂ = 7.5". L₁ L₂ Determine the gross area. 5.80 in² Calculate the length of the connection. 8.75 Calculate the eccentricity of the connection. 0.854" Calculate the width of the connected element. Calculate the value of the shear lag factor. Calculate the effective net area. in² II
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
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10 mm 20 mm The assembly above is comprised of a 10mm-diameter steel bolt, and a 20mm-diameter, 2mm-thick bronze sleeve. The bolt and sleeve are rigidly connected at each end by a washer. Assume the following properties: Epolt = 29000 ksi &bolt = 6.6-106 1°F Vbolt = 0.35 Member BC is made of bronze with the following properties: Esleeve = 15000 ksi Xsleeve =9.80-106 /°F Vsleeve = 0.35 If the assembly is heated up, which of the following statements best describes how the sleeve will be affected? The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt has a lower coefficient of thermal expansion). The sleeve will go into tension and the bolt will go into compression. O The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt has a lower coefficient of thermal expansion). Both members will go into tension. The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt…

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