Practice Problem 3Two C 380 x 60 channels are riveted together by a pair of 19 mmrivets. The maximum vertical shear is limited to 25.604 kN. Use t =100 MPa.Propertiesx = 19.8 mmA = 7610 mm²ly = 3.82x106mm4Ix = 145x106mm4a) Determine the shear resistance per rivet.b) Determine the statical moment of area.c) Compute the spacing of the rivets along the length of the beam.

Answered: Image /qna-images/answer/13fdbbc3-f2e1-452f-88a8-4f178d9787fd.jpg

Answered: Determine the shear resistance per…

Determine the shear resistance per rivet. Determine the statical moment of area. Compute the spacing of the rivets along the length of the beam.

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

2. Assume that a 20mmØ rivet joins the plates that are each 110mm wide. The allowable stresses are 120 MPa for bearing in the plate material and 60MPA for shearing of rivet. Determine the minimum thickness of each plate 110 mm 20-mm 0
Two C 310 x 37 channels are riveted together by pairs of 16 mm rivets spaced 180 mm apart along the length of the beam. What ma ximum vertical shear V can be applied to the section without exceeding the allowable stress: T = 115 MPa, in bearing use j P of 240 MPa for rivets in single shear and o 310 MPa for rivets in double shear. H
Consider the truss structure and the loading given below. a) Compute the average axial stress on member AB, b) compute the average shear stress at the pin of connection A. d- 20 mm 600 mm 50 mm -S00 mm 60 kN 25 mm | I 20 mm 30 mm I20 mm 25 mm TOP VIEW OF MEMBER AB d = 30 mm
Fobe Acrobat Reader DC indow Help exercisechapter3.pdf x 2 /2 135% 4. Determine the vertical displacement of joint Cof the truss. Each member has a cross-sectional area of Use the method of virtual work. Given E = 200 GPa. A 300 %3D mm2. H. 3 m E- B 4 m -4 m 4 m - 4 m 3 kN 3 kN 4 kN (Answer: 4.91 mm
Determine the bar force member CD. All interior angles are 60 degrees. 1.5 kN 3 kN ... 2 kN D 1.5 m 60 B -1.5 m- - 1.5 m- Use the editor to format your answer
A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3D
SITUATION II I. Refer to Figure SSE - 0001. The combination section shown consists of a wide flange and a channel. Properties of section are: W 66 х 125 A = 19548 mm² d = 612.1 mm tw = 11.9 mm bf = 229.1 mm tf = 19.6 mm Ix = 986, 468 x 10’ mm' Sx = 3223.2 x 10’mm³ rx = 248.8 mm Iy = 39,292 x 10' mm Sy = 343 x 10' mm³ ry = 49.66 The beam is subjected to a uniformly distributed load (KN/m) weight included of 30 KN/m throughout the simply supported span of 6m and a moving load P (KN). с 300 х З1 A = 3929 mm² d = 304.8 mm tw = 7.2 mm bf = 79.7 mm tf = 12.7 mm x = 17.73 mm Ix = 53694 x 10³ Sx = 352.3 x 10’mm rx = 116.9 mm Iy = 1615 x 10’ mm° Sy = 28.7x 10’ mm mm FIGURE SSE - 0001 ry = 20.27 4. Calculate of resisting combination section if the allowable flexural strength, the moment (KN-m) the Fb = 165 MPa. A. 445 В. 430 C. 569 D. 587 5. Calculate the load P (KN) of the combination section if the allowable flexural strength, Fb = 165 MPa is not exceeded. A. 204 В. 142 C. 165 D. 304 6. If the…
The electric power transmission tower supports two wires that apply 18 kN vertical forces, and the 36 kN horizontal force crudely models wind loading during a storm. Use the method of sections to determine the force in members IF, IM and BD. -2.4 m- 6 m -2.4 m- M 1.2 m K 18 kN 3.7 m 18 kN 36 kN F 3.7 m C D 3.7 m B 1.5 m 1.5 m
1. Compute the vertical distance of link AB from pin E for the given set up if the tension in link AB is equal to 1500 lb and the ratio of di to d2 is 7:8. 32" E 12" D A 800 lb LLLI F G -28 Answer: di = 21", total distance from pin E = 33" %3D
3.81 A 500-N force is applied to a bent plate as shown. Determine (a) an equivalent force-couple system at B, (b) an equivalent system formed by a vertical force at A and a force at B. A B 125 mm Fig. P3.81 500 N 300 mm 30° $75 75 mm 175 mm
мз нW-3. If o 30 and F, 3 kN, determine the magnitude of the resultant force acting on the plate and its direction 0 measured clockwise from the positive x axis. F= 4 kN Fy=5 kN
Q2 All members of the truss in Figure Q2 are to be fabricated from the same stock of thin-walled, round, steel tubing. Two external loads are exerted at the edge of lower part of member BF and CE with magnitudes of 10kN and 15KN, respectively. The loads are placed in a vertical position abiding gravitational direction. Analyse the truss structures based on the instruction listed. (i) Among all rods of the truss shown in the figure, there is a member that supports no loading known as a zero-force member. Figure out the member(s) with solid justification. (ii) The truss is supported with two surface forces as shown. Determine the magnitude and direction for each support reaction. (iii) Determine the axial stress in all rods of the truss by mentioning either the rod is experiencing compression or tension.