Find the stress (in psi) at the wall. I = 45 in ^4.
Please. Thank you.
Find the stress (in psi) at the wall. I = 45 in ^4. Please. Thank you....
QUESTION 4 A steel beam (W12 x 30) extends horizontally out of a solid concrete wall as shown. The beam is subjected to a horizontal loading as shown and the weight of the beam is 360 lb per ft. 20 ft Aft Side view 6 ft H= 15000 lb H psi Considering the weight of the beam, calculate the following: a). the maximum combined tensile stress at the wall. Olen b). the maximum combined compressive stress at the wall. O...
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
Find ds (distance) that the tension stress at the bottom of the beam is 100 psi. Given: h = 40" b = 10" w = 2 k/ft L = 20' F = 50 kips d S 100 P FIND dS CDISTANCE THAT TENSION STRESS
Please show work. Thank you. FIND: a. The normal stress at point A due to GIVEN: The bolster, or main supporting girder of a truck body, is subjected to the uniform distributed load shown. bending b. The normal stress at point B due to 15 kip/tt bending 8 ft 12 ft 0.75 in. 6 in 0.5 in 2 in 0.75 in
Use Superposition Method To solve. Please show all step so i can follow along. Thank You! 12-89. The W8 X 48 cantilevered beam is made of A-36 sieel and s subjecte e loding shown. Determine the displacement at C and the slope at A 1.2 kip 2 kip ft 8 ft 8 ft Prob. 12-89
Please answer quickly. I will upvote. Thank you! 50 lb/ft 200 lb-ft A B- (6) For the beam shown, draw the shear and moment diagrams and find the magnitude and location of the maximum moment. -20 ft -10 ft-
Please show all work for each step taken. Thank You. y loaded rod shown with area-2 in2, modulus E-10E6 psi, lengths: LAB-6 in and Lac- 12 lb and Fc 40 lb find the axial stress in sections AB and BC of the rod and the deflection at point C (2 points each). y loaded rod shown with area-2 in2, modulus E-10E6 psi, lengths: LAB-6 in and Lac- 12 lb and Fc 40 lb find the axial stress in sections AB...
Material Modulus of Maximum Axial Maximum Shear Stress (o) Elasticity (E) Stress (t) Brass Steel Wood inum 10,500 ksi16 ksi 22 ksi 30 ksi 15,000 ksi 29,000 ksi 1,600 ksi 10 ksi 13 ksi 20 ksi 90 psi 1000 psi 2) A rectangular cantilever bearm is loaded by a moment Mo = 4500 ft-lbs at its end as shown below. The length of the beam is L 4 ft and the height of the beam is h 3 in. If...
Problem 4 Load and Load Combinations (50pts) With fy 60,000 psi and fc' 4000 psi, select the tensile reinforcing for the edge L beam AB for the floor system shown in Figure 4.1. The cross section of the floor system is shown in Figure 4.2. Note that LI = 6ft and L2 = 12ft. Assume simple supports at sides A and B. The live load is to be 80 psf, while the dead load in addition to the concrete's weight...
Please show all work thank you! The pressure tank shown below can be considered to be a thin walled cylindrical tank with spherical end caps. It has a diameter of 5.000 feet, with a cylindrical wall thickness of 0.5000 inches and has spherical end caps. Find the thickness of the spherical end caps, so that they have the same maximum stress in the metal as the maximum stress in the cylindrical wall. The same type of metal will be the...