The beam is constructed from two boards fastened together at the top and bottom with three rows of nails spaced every 4 in. 4 in. 3 in. 3 in. 9 in. Each nail can support a 350-lb shear force. Part A Determine the maximum shear force V that can be applied to the beam. Express your answer to three significant figures and include appropriate units. HA ? V = Value Units

The beam is constructed from two boards fastened together at the top and bottom with three rows of nails spaced every 4 in. 4 in. 3 in. 3 in. 9 in. Each nail can support a 350-lb shear force. Part A Determine the maximum shear force V that can be applied to the beam. Express your answer to three significant figures and include appropriate units. HA ? V = Value Units

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

A beam is shown in the figure below. Part A If M = 1 kip/ft, determine the resultant force the bending stresses produce on the top board A of the beam. Express your answer to three significant figures and include appropriate units. F = NA Submit Value 3 → Request Answer Units ? o 6 in. 1 in.. 6 in. 1.5 in. 12 in. M 1.5 in.
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
Part A μÃ Value 2a f 6 kN 1 m Determine the minimum dimension a to the nearest mm of the beam's cross section to safely support the load. The wood has an allowable normal stress of allow = 10.6 MPa and an allowable shear stress of Tallow = 1 MPa (Figure 1) Express your answer as an integer and include the appropriate units. t O 6 kN Units Im ? h
Consider the beam in (Eigure 1). Take that P₁ = 11 kN and P₂ = 17 kN. Follow the sign convention. Determine the normal force, shear force, and moment at point C. Figure 1.5m 15 m 1.5 m 1.5 m 1 of 1 B € Part A Determine the normal force at point C. Express your answer to three significant figures and include the appropriate units. Ne= Value Submit Request Answer Part B HA Ve Value Submit Determine the shear force at point C. Express your answer to three significant figures and include the appropriate units. Part C Me= Submit Request Answer Units Value Determine the moment at point C. Express your answer to three significant figures and include the appropriate units. Request Answer Units ? Units ? ?
Which of the following is the shear force diagram for the beam below. 12 kN/ m C - 3 m 6m- Select one: Shear Force Shear Force
The beam is constructed from two boards fastened together at the top and bottom with three rows of nails spaced every 4 in. in in: 3 in. 3 in. Each nail can support a 360-lb shear force. Part A Determine the maximum shear force V that can be applied to the beam. Express your answer to three significant figures and include appropriate units. ? V = Value Units
Identify the correct boundary conditions from the following list for the beam shown. The origin is at A. B L O v = 0 at x = L; dv/dx = 0 at x = L O v = 0 at x = L; dv/dx = 0 at x = 0 O v = 0 at x = 0; v = 0 at x = L O v = 0 at x = 0; dv/dx = 0 at x = 0 O v = 0 at x = 0; dv/dx = 0 at x = L
QUESTION 3 If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40. If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below. • Generate the shear force and bending moment diagram in terms of P; • Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P: please, pay attention to units, and calculate your answer to 1 decimal place.. 3 ft 7 ft kip.
Question 5 Calculate the maximum longitudinal direct stress, plot the stress distribution diagram and determine the location of the neutral axis for a 20 long simply supported beam with a rectangularcross-section that is 160 mm wide and 210 mm deep, which carries a uniformly distributed load of 260 N/m, on its upper surface and a compressive axial load of 220 kN at its free ends. Present schematics showing the distribution of bending direct longitudinal stress, direct load stress, the combined longitudinal direct stress, and identify the neutral axis as well as centroidal axis on the schematic. Show the values of these stresses at the top and bottom surfaces of the cross-section.
The moment acting on the cross section of the beam is M = 3 kip.ft. (Figure 1) Figure 1.5 in 12 in. 1.5 in. M 12 in. 1.5 in. 1 of 1 Part A Determine the resultant force the bending stress produces on the top board A of the beam. Express your answer in kilopounds to three significant figures. 17| ΑΣΦ ↓↑ vec FR = Submit Provide Feedback Request Answer ? kip
Part A The built-up beam in (Figure 1) is subjected to an internal moment of M = 50 kN · m Determine the amount of this internal moment resisted by plate A. Express your answer to three significant figures and include appropriate units. НА ? ха х.10п Figure < 1 of 1 M= 32.9466 KN • m 150 mm 9 The unit you entered is not recognized. Review a list of acceptable units. No credit lost. Try again. 20 mm 150 mm 150 mm 10 mm Submit Previous Answers Request Answer M Provide Feedback 10 mm 300 mm
Part A Determine the maximum uniform loading w the W 310 x 21 beam will support if the allowable bending stress is aallow = 170 MPa and the allowable shear stress is Tallow = 92 MPa (Figure 1) Express your answer using three significant figures. Figure 1 of 1 VO AEo It vec W = kN/m Submit Request Answer 3 m 3 m < Return to Assignment Provide Feedback