ANSWER ALL FOR UPVOTENO UPVOTE IF INCOMPLETENO NEED TO WRITE THE COMPLETE SOLUTION. JUST THE FAST SOLUTION AND THE EXACT ANSWERS FOR EACH. THANK YOU. A cantilever timber beam (FIGURE A) with a span of L = 14.0 ft supports a linearly distributed load with maximum intensity of wo.The beam width is b = 16.00 in. and the beam height is h = 11.75 in. (Figure B). The allowable bending stress of the wood is 1250psi. Calculate the magnitude of the maximum load wo that may be carried by the beam.WoAFIGURE AS =MallowDetermine the section modulus for the rectangular cross-section about the horizontal centroidal axis.in 3Mmaxi=wo =Determine the maximum magnitude allowable internal moment. Since you're entering the magnitude, enter a positive value.LiBiiCalculate the maximum internal moment magnitude at any location along the beam in terms of wo. In the input field, enter thenumerical value of the coefficient of wo when the maximum moment is written as a function of wo. Input the value assuming themoment has units of lb-ft and wo has units of lb/ft. Since you're entering a magnitude, enter a positive value.FIGURE Bblb-fthwo lb-ftCalculate the magnitude of the maximum load wo that may be carried by the beam.lb/ft

Given data,cantilever beam is given rectangular cross sectionL=14ftb=16inh=11.75inAllowable bending…

A cantilever timber beam (FIGURE A) with a span of L = 14.0 ft supports a linearly distributed load with maximum intensity of wo. The beam width is b = 16.00 in. and the beam height is h = 11.75 in. (Figure B). The allowable bending stress of the wood is 1250 psi. Calculate the magnitude of the maximum load wo that may be carried by the beam. Wo A FIGURE A S = Mallow = i Determine the section modulus for the rectangular cross-section about the horizontal centroidal axis. Mmax = L i B i in. Determine the maximum magnitude allowable internal moment. Since you're entering the magnitude, enter a positive value. FIGURE B b lb-ft h Calculate the maximum internal moment magnitude at any location along the beam in terms of wo. In the input field, enter the numerical value of the coefficient of wo when the maximum moment is written as a function of wo. Input the value assuming the moment has units of lb-ft and wo has units of lb/ft. Since you're entering a magnitude, enter a positive value. wo lb-ft

A cantilever timber beam (FIGURE A) with a span of L = 14.0 ft supports a linearly distributed load with maximum intensity of wo. The beam width is b = 16.00 in. and the beam height is h = 11.75 in. (Figure B). The allowable bending stress of the wood is 1250 psi. Calculate the magnitude of the maximum load wo that may be carried by the beam. Wo A FIGURE A S = Mallow = i Determine the section modulus for the rectangular cross-section about the horizontal centroidal axis. Mmax = L i B i in. Determine the maximum magnitude allowable internal moment. Since you're entering the magnitude, enter a positive value. FIGURE B b lb-ft h Calculate the maximum internal moment magnitude at any location along the beam in terms of wo. In the input field, enter the numerical value of the coefficient of wo when the maximum moment is written as a function of wo. Input the value assuming the moment has units of lb-ft and wo has units of lb/ft. Since you're entering a magnitude, enter a positive value. wo lb-ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

3. The manufactures wood beam carries a uniformly distributed load of intensity wo Determine the largest safe value of w, if the shear stress in the wood is limited to 300psi. 1.0 ft Wo 4 ft 1.0 ft 0.75 in. 4 in. 0.75 in. 5 in. -0.75 in. -NA I= 46.7 in.
A cantilever timber beam with a span of L = 3 m supports a uniformly distributed load w. The beam width is b = 290 mm and the beam height is h = 230 mm. The allowable bending stress of the wood is 6.3 MPa. Determine the magnitude of the maximum load w that may be carried by the beam. Answer: w = i kN/m. W L B b h
A simply supported wood beam with a span of L = 18 ft supports a uniformly distributed load w. The beam width is b = 5 in. and the beam height is h = 7 in. The allowable bending stress of the wood is 1180 psi. Determine the magnitude of the maximum load w that may be carried by the beam. [w = 99.1 lb/ft]
A compression bar having a square crosssection with sides b 5 50 mm is subjected to load P.The bar is constructed from two pieces of wood thatare connected by a glued joint along plane pq thatis inclined at angle a 5 8 35 . The allowable stress inthe wood in compression is 11.5 MPa and in shear is4.5 MPa. Also, the allowable stress in the glued jointin compression is 3.5 MPa and in shear is 1.25 MPa.Determine the maximum load P that can be appliedto the bar.
A cantilever timber beam with a span of L = 3.5 m supports a uniformly distributed load w. The beam width is b = 290 mm and the beam height is h = 250 mm. The allowable bending stress of the wood is 7.4 MPa. Determine the magnitude of the maximum load w that may be carried by the beam. Answer: w = i kN/m. W L B 6 h
g) the maximum bending stress in timber. Enter your answer in MPa to 2 decimal places.
Plese answer c
Read the question carefully and give me right solution with clear calculations.
A piece of wood with a triangular cross section contains a rubberized joint to aangle θ with the vertical. The stress that the wood resists in tension is 20 MPa, the rubber resists10 MPa in tension and 12 MPa in shear. If θ = 60, determine the maximum load P.
2. The manufactured wood beam carries the concentrated loads shown. What is the maximum safe value of P if the working stress in shear is 6 MPa? 20 mm 80 mm |3P 2 m 2 m 70 mm B 160 mm -- NA I = 15.52 × 106 mmª 1.0 m 1.0 m 20 mm
A floor sheathing is supported by 75 mm x 250 mm wooden joists of unknown spacing. The joist has an effective span of 3.75 m. The total floor load transmitted by the sheathing to the joist is at 4.75 KPa. Using the weight of wood Modulus of elasticity E= 13800 MPa. Allowable bending stress is 15.8 MPa. with the allowble shear stress equal to Design the spacing of the floor joist if deflection limit is 6.00 KN/m³. 0.90 MPa. L / 350. Floor Sheathing Floor Joist
12