31-33 Situation - An eccentrically loaded bolted connection is shownin the figure below. Diameter of A325 bolts in standard holesis 19 mm. The applied load is 45 kN.P= 45 kN75 mm75 mm100 mm-e = 250 mm-100 mm31. Determine the polar moment of inertia (in mm²) of the groupof bolts considering unit area.A. 73750В. 86200C. 95850D. 9972532. Determine the force (in kN) on the critical bolt.А. 19.8С. 23.1D. 24.3В. 21.933. Determine the shearing stress (in MPa) of the critical bolt.A. 70В. 78C. 86D. 94

Answered: Image /qna-images/answer/30d2d88e-18f6-4a51-932f-ea7b69fe2afc.jpg

Situation - An eccentrically loaded bolted connection is shown in the figure below. Diameter of A325 bolts in standard holes is 19 mm. The applied load is 45 kN. P=45 KN 75 mm 75 mm 100 mm -e = 250 mm- 100 mm 31. Determine the polar moment of inertia (in mm?) of the group of bolts considering unit area. A. 73750 B. 86200 C. 95850 D. 99725 32. Determine the force (in kN) on the critical bolt. А. 19.8 В. 21.9 С. 23.1 D. 24.3 Determine the shearing stress (in MPa) of the critical bolt. A. 70 В. 78 33. С. 86 D. 94

Situation - An eccentrically loaded bolted connection is shown in the figure below. Diameter of A325 bolts in standard holes is 19 mm. The applied load is 45 kN. P=45 KN 75 mm 75 mm 100 mm -e = 250 mm- 100 mm 31. Determine the polar moment of inertia (in mm?) of the group of bolts considering unit area. A. 73750 B. 86200 C. 95850 D. 99725 32. Determine the force (in kN) on the critical bolt. А. 19.8 В. 21.9 С. 23.1 D. 24.3 Determine the shearing stress (in MPa) of the critical bolt. A. 70 В. 78 33. С. 86 D. 94

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

I need the answer quickly
6 panels @8 =48 7 P2-18 60b 2-19. Determine the resultant of the pane S system of Fig. P2-19, and locate it with respec s Loonninioob 45% 20°t 30° 20" 70° 2-20 Fiu 40b 90b the resultant of the coptanar foce jt with respect to 0
The beam AB has a moment of inertia I = 475 in4 and rests on the smooth supports at its ends. A 0.75-in.- diameter rod CD is welded to the center of the beam and to the fixed support at D. If the temperature of the rod is decreased by 150°F, determine the force developed in the rod. The beam and rod are both made of A-36 steel.
11-21 Two spheres are supported with slender rods as shown in Fig. P11-21. Determine the angle e for equilib- rium if the weights of spheres A and B are 25 and 10 lb, respectively. Fig. P11-21
The force from the cable AB attached to the screw eye at A is F = {500 - Î – 100 - j – 300 · k}N. If the length of the cable is L = 10 m, then what are the values for x, y, and z? A F B y X X y .m The value of a = The value of y = m The value of z =
The truee ia londed se anown. 60 kN 120 kN 120 kN 120 kN 3m 3m. 6m 3m Cnocee the magnitude (kN) and type (tenaion or oompreaeion) of the foroe in member CB. NOTE: Alwaya ohooae two (2) anawera but if the member ie a zero-foroe member ohocee one (1) anawer only. Seleot the oorrect reoponoe(o): 260 7211 100 160 63.25 36.06 50 180 O Compression 60 Teneion O O O
The rod has a circular cross section. If it is made of an elastic perfectly plastic material, determine the shape factor.
4-2* Delermine ihe moments of the 225-N foce shown in Fig. P1-2 abvut pıxints A, E, arnd C. 200 me+-200 mm 100 mn 225 N Fig. Pa-2
*9-72. The cylinder CD af the assembly is heated from T, = 30 °C to T, = 180 °C using electrical resistance. At the lower temperature T, the gap between C and the rigid bar is 0.7 mm. Determine the force in rods AB and EF caused by the increase in temperature. Rods AB and EF are made of steel, and cach has a cross-sectional area of 125 mm. CD is made of aluminum and has a cross-sectional area of 375 mm. E = 200 GPa, Ea = 70 GPa, and au = 23(10)/C a7 mm ல் mm 300் m
If the block is subjected to the centrally applied force of 600 kN. Determine the cross-sectional area where the load is applied.
How do you find the internal force at A and B (at an equilibrium)?
Find Ied