The strut AB made from two bars (thickness of each bar = 0.50 in) is connected to a rectangular beam CD (b = 0.80 in x h = 7.5 in) at joint B. The beam carries a concentrated load of 2750 lb at the end joint D. (a) determine the minimum diameter of the bolt at B if the shearing stress in the bolt is not to exceed 14000 psi. (b) determine the minimum diameter of the bolt at B if the allowable bearing stress in the bar plate is 20000 psi. (Please provide detailed solution with FBD,thank you) ( a ) d = ? in ( b ) d = ? in

The strut AB made from two bars (thickness of each bar = 0.50 in) is connected to a rectangular beam CD (b = 0.80 in x h = 7.5 in) at joint B. The beam carries a concentrated load of 2750 lb at the end joint D. (a) determine the minimum diameter of the bolt at B if the shearing stress in the bolt is not to exceed 14000 psi. (b) determine the minimum diameter of the bolt at B if the allowable bearing stress in the bar plate is 20000 psi. (Please provide detailed solution with FBD,thank you) ( a ) d = ? in ( b ) d = ? in

Automotive Technology: A Systems Approach (MindTap Course List)

6th Edition

ISBN:9781133612315

Author:Jack Erjavec, Rob Thompson

Publisher:Jack Erjavec, Rob Thompson

Chapter40: Drive Axles And Differentials

Section: Chapter Questions

Problem 11RQ: The single Cardan/Spicer universal joint is also known as the_____. a. cross joint b. four-point...

See similar textbooks

Similar questions

B D 10' 10¹ method of joints 10¹ A (1) E 30° lo¹ J Show Transcribed Text 1000# F 1000 #
c)nsider the truss system bel0w supp0rted by a pin supp0rt at A and a r0ller supp0rt at F. S0lve f0r the f0rce (in kN) in member EA. Include the sign c0nventi0n f0r directi0n (p0sitive f0r tensi0n, negative for compression).
Check the number of bolts at joint A and B. 1.10m 4.20m W12X31 A 6- 120 A-325F bolts B 1m O||0 W12X38 4- 160 P = 200 kN A-490N bolts
PROBUEM B : USING MBTHOD OF JOINTS OLVE FOR THE FORCES ACING IN ALL MEMBERS P THE TRUSS. INPICATE WHETHER FENSION OR COMPRESSION. CNOTE : ROUND-OFF TO 8.0 PEUMAL PLACES FOR FINAL ASIWERS) UNKNOWNS : P2 1. 85KN ,REX,AP,AC, KAY, KFy, I BC, BD, eD, CE, DE, DF & EF = 4,95K4 P4 = 2.75KN Piz 3KN Ps = 4.0 KA 2m HINGE ROUER WE
3. The weight of 20 kN homogeneous bar and load P = 50 kN are suspended from the rods A and B as shown in the figure. Determine the allowable stress of rod A in MPa if its cross sectional area is 706.86 mm?. 4. In Problem 3, determine the allowable stress of rod B if its cross sectional area is 314.16 mm².
Sketch a V-grooved butt joint, and label all of the joint's dimensions.
The single Cardan/Spicer universal joint is also known as the_____. a. cross joint b. four-point joint c. both a and b d. neither a nor b
Q1:Prepare a full-section assembly drawing of the four fastener assemblies shown in the Figure. Dimension both the clearance and the threaded holes. A top view may be shown if required. Scale 1: 1. .250-20 FHMS .375 HEX BOLT AND NUT THREADED INTO BASE 1.00 ↓ .50 T 2.00 Ø.375 STUD THREADED .312 HEX X 1.25 LG INTO BASE FOR 1.00 IN. CAP SCREW AND WITH HEX NUT AND LOCK WASHER ON SPOTFACE SURFACE PLATE WASHER A 2.00- -2.00 -1.00- BASE 1.00- .25 1.50
8. The strength per meter of the longitudinal joint of the tank in the figure is 500 kN, whereas for the girth joint it is 220 kN. Determine the maximum diameter of the cylindrical tank if the internal pressure is 2MPA.
4 THIS IS HOLLOW- F = 548,000 lb -4.5 OD 3.75" ID # AISI 1020 Steel Tubing OD= OUTSIDE DIAMETER ID INSIDE DIAMETER 548,000 lb O TIMATE A= O= Will it fail?
Table 7-1 11) Determine the available tension capacity (LRFD) of the connection with A36 steel plates. Fy 36 ksi, F. = 58 ksi, U=1. Assume the bearing capacity is adequate. Available Shear Strength of Bolts, kips Nominal Bolt Diameter, d, in. Nominal Bolt Area, in.2 1.23 14 in x 1 in. R 中 Desig- Thread (ksi) | (ksi) Load- Ta ing ASD LRFD nation Cond. ASD LRFD (11) S 33.2 66.4 49.8 27.0 40.5 Group D. 99.6 41.8 62.7 34.0 51.0 D. 83.6 125 41.8 62.7 34.0 51.0 Group 83.6 125 9.5 in x 4 in. P S 51.7 77.5 155 42.0 63.0 4-1 in. A325 N bolts (Group A) (138 in. hole size) 103
Select the lightest WT4 shape to be used as a 20 ft long tension member to resist the following service loads: dead load, D = 20 k, live load, L = 35 k, snow load, S = 25 k, and earthquake, E = 50 k. The connection is two lines of bolts through the flange with three 3/4-in Ø bolts in each line spaced at 3 in on center. Use A992 Grade 50 steel. Neglect block shear.