The beam is constructed from three boards. (Figure 1) Theallowable shear stress for the wood is Tallow = 390 psi.Each nail can resist a shear force of 485 lb.Figure-6 ftP6 ft10 in.mmP6 in.D1 in.12 in.6 ft1.5 in.1.5 in.1 of 1B>Determine the maximum loads P that it can support.Express your answer to three significant figures and include appropriate units.4.85 kipSubmit✓ CorrectPart BPrevious AnswersWhat is the maximum allowable spacing s of the nails used to hold the top flange to the web? (Consider only regions AC and BD.)Express your answer to three significant figures and include appropriate units.0.705SubmitμAinp?Previous Answers Request Answer* Incorrect; Try Again; 9 attempts remaining The beam is constructed from three boards. (Figure 1) Theallowable shear stress for the wood is Tallow = 390 psi.Each nail can resist a shear force of 485 lb.Figure- 6 ftC→6 ft10 in.P6 in.D1 in.-6 ft1.5 in.12 in.1.5 in.1 of 10.705Submit Previous Answers Request AnswerX Incorrect; Try Again; 9 attempts remainingPart CinWhat is the maximum allowable spacing s of the nails used to hold the bottom flange to the web? (Consider only regions AC and BD.)Express your answer to three significant figures and include appropriate units.μαValueSubmitUnitsRequest Answer?

Answered: Image /qna-images/answer/2a6f4bf2-aa28-487b-afae-130f4918468c.jpg

The beam is constructed from three boards. (Figure 1) The allowable shear stress for the wood is Tallow = 390 psi. Each nail can resist a shear force of 485 lb. Figure 6 ft PI 6 ft I 10 in. 6 in. D 1 in. 12 in. 6 ft 1.5 in. 1.5 in. 1 of 1 B

The beam is constructed from three boards. (Figure 1) The allowable shear stress for the wood is Tallow = 390 psi. Each nail can resist a shear force of 485 lb. Figure 6 ft PI 6 ft I 10 in. 6 in. D 1 in. 12 in. 6 ft 1.5 in. 1.5 in. 1 of 1 B

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

The beam is made from four plates and subjected to a shear force of V-26 kN (Figure 1) Figure 0 25 mm 10 3 50 mm 25 mm 50 mm 150 mm 150 mm 50 mm 4 1 of 1 D Part A Determine the maximum shear stress developed in the beam at point A Express your answer to three significant figures and include the appropriate units. Submit Provide Feedback Value Request Answer Units
q6
Question 4 of 7 View Policies Show Attempt History Current Attempt in Progress * Your answer is incorrect. A cantilever timber beam with a span of L = 2.5 m supports a uniformly distributed load w. The beam width is b = 270 mm and the beam height is h = 140 mm. The allowable bending stress of the wood is 7.9 MPa. Determine the magnitude of the maximum load w that may be carried by the beam. Answer: w=i 6.689 eTextbook and Media Save for Later 0/15 kN/m. Attempts: 1 of 3 used Submit Answer
For the simply supported beam shown in Fig. 2.compute the maximum shear stress and draw the shear stress distribution. 6 kN/m C 50 mm A 1.5 m 3 m- 3ML1.5 m Fig.2 -50 mm r10
Figure 4 Part A 100 mm o max HA D Value 150 mm. Submit Request Answer Determine the maximum stress in the beam's cross section. Suppose that M = 90 N.m. (Figure 1) Express your answer to three significant figures and include the appropriate units. Units -30° $24 ? A < B 1 of 1 M
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
Please help. Written on paper not typed on computer please. Need help on all questions. Please include all units, steps to the problem and information such as its direction or if it is in compression or tension. Thx.
41. The wide-flange I beam as shown is 20 ft. long. It is fixed at one end and free at the other. A twisting moment of 30,000 lb-in. is applied at the free end. If E=30×10° psi and G =12x10° psi, compute the maximum normal and shearing stresses due to bending and the maximum shearing stress due to twist. What is the angle of twist of the beam at the free end? 10.5" 1.368" 0.845" 10" prob 41
Please help solve the problem shown in the photo. Thank you.
Please show me the steps
NEED ASAP, But SOLVE CAREFULLY!! Please Write Clearly and Box the final Answer for Part A, Part B with THE CORRECT UNITS! Thank you Express your answer to three significant figures and include appropriate units.
Complete its loading diagram