Each nail can support a shear force of 750 lb. The allowable shear stressfor the wood is Tallow = 500 psi. (Figure 1)Figure2 in.12 in.12 in.2 in.< 1 of 1 >▼Part ADetermine the maximum shear force V that the beam can support.Express your answer in kilopounds to three significant figures.IVE| ΑΣΦ ↓↑ vecV=9.79.10³Submit Previous Answers Request AnswerX Incorrect; Try Again; 5 attempts remainingPart BDetermine the corresponding maximum nail spacing s.Express your answer in inches to three significant figures.VAΣo↓vecS= 0.75Submit Previous Answers Request AnswerX Incorrect; Try Again; 5 attempts remainingProvide Feedback??kipin.

Answered: Image /qna-images/answer/7f0231de-230e-4ef6-99b3-ba6ad470e733.jpg

Each nail can support a shear force of 750 lb. The allowable shear stress for the wood is Tallow = 500 psi. (Figure 1) Figure 2 in. 12 in. 12 in. < 1 of 1 Part A Determine the maximum shear force V that the beam can support. Express your answer in kilopounds to three significant figures. V=9.79.10³ Submit Previous Answers Request Answer AΣo↓ vec X Incorrect; Try Again; 5 attempts remaining Part B Determine the corresponding maximum nail spacing s. Express your answer in inches to three significant figures. s= 0.75 AΣ ↓vec Submit Previous Answers Request Answer Provide Feedback X Incorrect; Try Again; 5 attempts remaining ? ? kip in

Each nail can support a shear force of 750 lb. The allowable shear stress for the wood is Tallow = 500 psi. (Figure 1) Figure 2 in. 12 in. 12 in. < 1 of 1 Part A Determine the maximum shear force V that the beam can support. Express your answer in kilopounds to three significant figures. V=9.79.10³ Submit Previous Answers Request Answer AΣo↓ vec X Incorrect; Try Again; 5 attempts remaining Part B Determine the corresponding maximum nail spacing s. Express your answer in inches to three significant figures. s= 0.75 AΣ ↓vec Submit Previous Answers Request Answer Provide Feedback X Incorrect; Try Again; 5 attempts remaining ? ? kip in

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

Figure 3 m 40 kN 20 kN/m 3 m- 1 of 1 > Part D Determine the shear throughout the beam as a function of x, for 3 m < x < 6 m, where x is in meters. Express your answer in kilonewton meters in terms of x. Express the coefficients using three significant figures. M = Submit 5 ΑΣΦ ↓↑ Previous Answers Request Answer vec X Incorrect; Try Again; 17 attempts remaining Part E Complete previous part(s) Part F Complete previous part(s) ? kN m
A shear force of V = 240 kN is applied to the box girder. (Figure 1) Figure 90 mm 200 mm 1 200 mm 10 mm D 180 mm 90 mm 100 mm 190 mm. 10 mm ▼ Part A Determine the shear flow at point A. Express your answer to three significant figures and include the appropriate units. 9A= Part B μA 9B = Value Determine the shear at point B. Express your answer to three significant figures and include the appropriate units. μA Units Value ? Units ?
The beam is fabricated from two equivalent structural tees and two plates. Each plate has a height of 6 in. and a thickness of 0.5 in. The bolts are spaced at s = 8 in. Each bolt can resist a shear force of 17 kip. (Figure 1) Figure 6 in. 0.5 in. 3 in. V 1 in. 0.5 in. Part A Determine the maximum shear force V that can be applied to the cross section. Express your answer in kilopounds to three significant figures. V = IVE ΑΣΦ ↓↑ vec ? kip
The 0.91-in.-diameter rod in (Figure 1) is subjected to the loads shown. Figure 9 in. 200 lb 300 lb 3 in. 1 of 1 1200 lb Part A Determine normal stress o at point A. Express your answer in kilopounds per square inch to three significant figures. σA = Submit Part B ||| ΑΣΦ | 11 Request Answer Submit Previous Answers vec Answer Requested ? Determine shear stress Tzz at point A. Express your answer in kilopounds per square inch to three significant figures. (Tzz) A = 5.47 ksi ksi
Draw the shear and bending moment diagrams for the beam with loading as shown below. Label all break-points and equations on the two diagrams. The geometric properties at the bottom of this exam may be helpful. 15 kip 2.5 kip/ft- B C A D 6 ft +3 ft> 6 ft Round your answers to one decimal. What is the absolute value of the maximum shear? Where does this maximum shear occur (assume A is located at 0 and D is located at 15 ft)? What is the absolute value of the maximum moment? Where does this maximum moment occur (assume A is located at O and D is located at 15 ft)?
For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 7 kN, V2 = 7 kN, V3 = 100 mm, and V4 = 1300 mm. (mm) 0 Provide values at all key points shown the given shear-force and bending-moment diagrams. X (mm) A C V2 B E D F 0.00 +V Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, 0.00 X (mm) kN and reaction force R₂ (right) = P KN. 0.00
ABO(sub1) and BCO(sub2) is a quarter circle with the given dimensions. Let R(sub1) equals to 10 inches. If the section is constant and has a length of 5 ft., The shear load P is acting on the centroidal position from the spar web. Determine the shearing stresses developed in the nose skin and spar web, shear center and the angle of twist. Let G = 4 x 10^6 psi. The thicknesses as follows, for nose skin = 0.080in, for sparweb = 0.10in. -What is the angle of twist? -What is the shear center? hef = 3R1 = 30in P = 6000lbs A %3D F 2R1 02 В 01 R1 D E 4R = = 40in
Determine the average shear stress (in MPa in two decimal digits) in pin A (single shear, d=5 mm) for the force F=15 kN and a=24 deg. 10 cm 5 cm D F
Mechanical Engineering Question
Q2-The tubular shaft is to have a cross section such that its inner diameter and outer diameter are related by d-0.8 d. Determine these required dimensions if the allowable bending stress is Gallow = 155 MPa., shown in Fig. (2). 15 kN/m mil Figure (2) 3m 60 kN m 1 m-
Q2/ Determine the shear stress at points A and B on the beam if it is subjected to a shear force of V= 400 kN. Represent the state of stress on a volume element of these points. mm J00 mm 100 mm 100 mm 100 mm B 100 mm
The beam has the cross-sectional area shown in (Figure 1). Figure 8- 8 ft· !!!! 0.3 in.- -8 ft- 8 in. 1 of 1 0.30 in. 10 in. 0.30 in. > Part A Determine the largest intensity of distributed load w that the beam can support so that the bending stress does not exceed max = 22 ksi. Express your answer in kilopounds per foot to three significant figures. W = Submit VE ΑΣΦ ↓↑ Request Answer < Return to Assignment vec Provide Feedback ? kip/ft