PROB: 1 BOLT CONNECTION DESIGN DETERMINE THE MAXIMUM PORCE THAT CAN BE OSTAINED FOR THE BOLTED CONNECTION IF THE BOLT STESS IS LIMITED TO 121 Mpa & BOLT DIA. IS 12 romp. In YELLOW PAD TOP LEFT SURNAME, EN. 0 = 1/ 2 TOP RIGHT FINAL ANSWER P=A, SEC P= T₂ A₂ AL To. T. A, se

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.4.9P: Two steel wines support a moveable overhead camera weighing W = 28 lb (see figure part a) used For...
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PLEASE ANSWER IT CORRECT I WILL UPVOTE AFTER
PROB:
1.
2
DETERMINE THE MAXIMUM PORCE THAT
CAN BE
OSTAINED FOR THE BOLTED CONNECTION IF THE BOLT
STESS IS LIMITED TO 121 Mpa & BOLT DIA. IS 12 rom 0.
DETERMINE THE THICKNESS OF THE PLATE IF
STRESS IS 121 Mpa, FORCE APPLIED IS 120 kon
AND THE WIDTH W IS 180 mm.
A=
ASSUMING HOLE "b" is 14 mm
PV
BOLT CONNECTION DESIGN
(W-n) (TAK)
12 tom Ø BOLT
CAN HOLD IF THE MAX. SHEAR STRESS IS 150 pla
4. DETERMINE THE NUMBER OF 12 mm Ø BOLT REQUIRED
IF THE FORCE APPLIED IS 180 an 2 SHEAR STRESS
Is 150 maa.
3. DETERMINE THE WAX. FORCE THAT A
IN YELLOW
TOP LEFT
SURNAME, GN.
P
0² A
PAD
THKK
← BOLT
ват о
TOP RIGHT
FINAL ANSWER
2
P
-PLATE
←HOLE "h"
P= 0, A., S
P.: T₁ A₂ AL
Po. J. Ab Berb
J = stress
P. FORCE
A- AREA
Art-
THICK
W
Transcribed Image Text:PROB: 1. 2 DETERMINE THE MAXIMUM PORCE THAT CAN BE OSTAINED FOR THE BOLTED CONNECTION IF THE BOLT STESS IS LIMITED TO 121 Mpa & BOLT DIA. IS 12 rom 0. DETERMINE THE THICKNESS OF THE PLATE IF STRESS IS 121 Mpa, FORCE APPLIED IS 120 kon AND THE WIDTH W IS 180 mm. A= ASSUMING HOLE "b" is 14 mm PV BOLT CONNECTION DESIGN (W-n) (TAK) 12 tom Ø BOLT CAN HOLD IF THE MAX. SHEAR STRESS IS 150 pla 4. DETERMINE THE NUMBER OF 12 mm Ø BOLT REQUIRED IF THE FORCE APPLIED IS 180 an 2 SHEAR STRESS Is 150 maa. 3. DETERMINE THE WAX. FORCE THAT A IN YELLOW TOP LEFT SURNAME, GN. P 0² A PAD THKK ← BOLT ват о TOP RIGHT FINAL ANSWER 2 P -PLATE ←HOLE "h" P= 0, A., S P.: T₁ A₂ AL Po. J. Ab Berb J = stress P. FORCE A- AREA Art- THICK W
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