1 point) A simply supported steel beam shown below Click on the image to enlarge is 62 inches lon...
(1 point) A simply supported steel beam shown below Click on the image to enlarge is 64 inches long is designed to carry a load of 500 pounds in the center. It has a solid box cross-section as shown b Click on the image to enlarge where b = 2.25 inches and h = 6 inches. Steel has the following material properties: Modulus of Elasticity = 30x10 psi and Density = 490 lbmlft. Determine the moment of inertia, deflection, volume,...
1 point) A simply supported basswood beam shown below Click on the image to enlarge is 70 inches long is designed to carry a load of 600 pounds in the center. It has a solid box cross-section as shown Click on the image to enlarge where b 2.75 inches and h 4 inches. Basswood has the following material properties: Modulus of Elasticity = 1.46x 106 psi and Density 28 Ibnlft3. Determine the moment of inertia, deflection, volume, and weight of...
(1 point) A simply supported basswood beam shown below . Click on the image to enlarge is 102 inches long and carries a load of 450 pounds. It has an I cross-section as shown Click on the image to enlarge where b = 5 inches, h = 5 inches, and t = 1.5 inches. Basswood has the following material properties: Modulus of Elasticity = 10x10ºpsi and Density = 165 lbm/ft3. Find the deflection. Deflection = inches.
(1 point) A simply supported basswood beam shown below . Click on the image to enlarge is 102 inches long and carries a load of 450 pounds. It has an I cross-section as shown Click on the image to enlarge where b = 5 inches, h = 5 inches, and t = 1.5 inches. Basswood has the following material properties: Modulus of Elasticity = 10x10ºpsi and Density = 165 lbm/ft3. Find the deflection. Deflection = inches.
(1 point) A simply supported basswood beam shown below Click on the image to enlarge is 3 feet long and carries a load of 400 pounds. It has an H cross-section as shown Hi Click on the image to enlarge where b 4 inches, h 0.25 inches, and H 4 inches. The deflection of the beam shall not exceed 0.124 inches. Basswood's Modulus of Elasticity is 1.46x10 psi. Find the value of t in inches. t= inches.
For the next two problems use the following information: A simply supported Douglas fir wood beam is designed to carry a concentrated load P of 1250 lbr in the center. The distance L between supports is 96 inches. For the beam cross sectional area given below, determine the moment of inertia and deflection. Douglas fir has the following properties: Modulus of Elasticity 1.76 x 100 psi, Density 34 lbm/ff3 Beam dimensions are: Web thickness tw 0.875 in, flange thickness t...
Previous Problem List Next Results for this submission Answer Preview 0.0394 The answer above is NOT correct. (1 point) A simply supported basswood beam shown below Click on the image to enlarge s 100 inches long and carlies a load of 475 pounds. it has an I cross-section as shown Click on the image to enlarge has the folowing material properties: Modulus of Elestioty-10x100 psi and Density where b- 3 inches, h 3 inches, and t 0.5 inches Basswood 1e5...
(1 point) A beam has the following cross-section: I Click on the image to enlarge where b = 6 inches, h = 6 inches, and t = 1 inches. Determine the moment of inertia. in4 11
A steel beam is simply supported over a span of 20 feet and carries a total design point load of 6 kips at the center of the span. The moment of inertia (1) for the beam is 245 in4. Neglecting the beam weight, the maximum load deflection of the beam is with a point load in.(Fill in the blank and show calculation below) Show equation(s) used and calculation(s): A steel beam is simply supported over a span of 20 feet...
QUESTION 34 The simply supported beam shown in the figure below is subjected to a 3 kN concentrated force. The beam has modulus of elasticity of E-70 GPa and area moment of inertia equals to l-126x10-6 m4 Question 34- Question 38] 3 kN 5 According to successive integration method Ely(x) = x3 (x-2)3 6 12 4 () x2 8 (x+ 1)2 4 QUESTION 36 C2 = 0 QUESTION 36 C2 - 0 2 3 QUESTION 37 C1- 1.33 1.5 2.3...