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6 48' 2) For the beam and load group shown below, determine the maximum shear at...
Concrete design Problem #2: Determine the appropriate shear reinforcement required for the beam shown (spacing of...
Concrete design
Problem #2: Determine the appropriate shear reinforcement required for the beam shown (spacing of stirrups). Do not consider different loading cases for live loads and the dead load shown includes the beam's weight. Assumere 4000 psi, fy-60000 psi, and use # 3 U-shaped stirrups Note: Divide the beam into segments, 36" each where appropriate. 20k () 30k(L) 0-4 255 sy 5 #10
Draw the shear and bending moment diagrams for the beam and loading shown, and hence determine the maximum absolute values of the shear load and the bending moment.
Draw the shear and bending moment diagrams for the beam and loading shown, and hence determine the maximum absolute values of the shear load and the bending moment.
Determine the Maximum load P that can be applied to the beam shown below if the...
Determine the Maximum load P that can be applied to the beam
shown below if the allowable bending fiber stress are 15,000
pounds
3. Determine the maximum load P that can be applied to the beam shown below if ending fiber stresses are 15,000 pounds per square inch in tension 25,000 pounds per square inch in compression. Note: Dimensions are in the allowable b and inches for the cross-section of the beam, and in feet for the length of the...
16. For the beam shown below, a uniform load, two con team shown below, a uniform...
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
1. For the overhanging beam in the figure below, determine the maximum shear stress, the maximum...
1. For the overhanging beam in the figure below, determine the maximum shear stress, the maximum tensile stress, and the maximum compressive stress in the beam due to the loading shown. 300 lb/ft 6 in. 1 in. 4 ft 10 ft 1 in. 2 in. Section INSTRUCTIONS For PROBLEM do the following steps: 1. Show ALL your work 2. Draw appropriately labeled FBDs 3. Use appropriate segments to develop expressions for the shear force and bending moment. diagrams in a...
Strength of materials I (CIV213) 1. For the simply supported beam and load shown below A....
Strength of materials I (CIV213) 1. For the simply supported beam and load shown below A. Draw shear and bending moment diagram B. Determine the absolute maximum bending stress. (10pts) I P2 = 16 kN P,= 12 kN 6 cm D 4 m BL 1.5 m. 5 m.° 3.5m 100mm -9 m
Please solve number 2. 2. The beam shown in Figure 1 is used...upport a dead load...
Please solve number 2.
2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
(a) Draw the load (FBD), shear, and bending moment diagrams for the beam shown. (b) Write...
(a) Draw the load (FBD), shear, and bending moment diagrams for the beam shown. (b) Write the equations for Vix) and M(x), taking the origin at the left end of the beam. (c) Taking the cross section to be C 380 x 74 (page 812 of Text), determine the maximum bending stress at the section where the moment (absolute value) is maximum. (d) Determine the maximum shear stress at the section 2 m from the left end. 40 kN/m15 kN...
6. Determine the maximum positive and maximum negative shear forces and their locations.
6. Determine the maximum positive and maximum negative shear forces and their locations. 7. Determine the maximum positive and maximum negative bending moments and their locations 8. Determine the maximum tensile and compressive bending stresses associated with the maximum positive moment 9. Determine the maximum tensile and compressive bending stresses associated with the maximum negative moment 10. Determine the absolute maximum tensile stress in the beam and the location. 11. Determine the absolute maximum compressive stress in the beam and the location 12. Determine the maximum...
1) For the loading of the beam shown below, determine the maximum normal and shear stress...
1) For the loading of the beam shown below, determine the maximum normal and shear stress at the wall if Kt for bending is 2.7 and K, for torsion is 2.3 If we use a steel with an Sy 600 MPa, what is the "safety factor" if we only consider the maximum normal stress? Notice the bending moment, start with a cross product to determine the moment at the wall. The vector R-[0.25,0,0.3] in meters 200 mm 25-mm-dia. round rod...
Concrete design
Problem #2: Determine the appropriate shear reinforcement required for the beam shown (spacing of stirrups). Do not consider different loading cases for live loads and the dead load shown includes the beam's weight. Assumere 4000 psi, fy-60000 psi, and use # 3 U-shaped stirrups Note: Divide the beam into segments, 36" each where appropriate. 20k () 30k(L) 0-4 255 sy 5 #10
Determine the Maximum load P that can be applied to the beam
shown below if the allowable bending fiber stress are 15,000
pounds
3. Determine the maximum load P that can be applied to the beam shown below if ending fiber stresses are 15,000 pounds per square inch in tension 25,000 pounds per square inch in compression. Note: Dimensions are in the allowable b and inches for the cross-section of the beam, and in feet for the length of the...
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
1. For the overhanging beam in the figure below, determine the maximum shear stress, the maximum tensile stress, and the maximum compressive stress in the beam due to the loading shown. 300 lb/ft 6 in. 1 in. 4 ft 10 ft 1 in. 2 in. Section INSTRUCTIONS For PROBLEM do the following steps: 1. Show ALL your work 2. Draw appropriately labeled FBDs 3. Use appropriate segments to develop expressions for the shear force and bending moment. diagrams in a...
Strength of materials I (CIV213) 1. For the simply supported beam and load shown below A. Draw shear and bending moment diagram B. Determine the absolute maximum bending stress. (10pts) I P2 = 16 kN P,= 12 kN 6 cm D 4 m BL 1.5 m. 5 m.° 3.5m 100mm -9 m
Please solve number 2.
2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
(a) Draw the load (FBD), shear, and bending moment diagrams for the beam shown. (b) Write the equations for Vix) and M(x), taking the origin at the left end of the beam. (c) Taking the cross section to be C 380 x 74 (page 812 of Text), determine the maximum bending stress at the section where the moment (absolute value) is maximum. (d) Determine the maximum shear stress at the section 2 m from the left end. 40 kN/m15 kN...
1) For the loading of the beam shown below, determine the maximum normal and shear stress at the wall if Kt for bending is 2.7 and K, for torsion is 2.3 If we use a steel with an Sy 600 MPa, what is the "safety factor" if we only consider the maximum normal stress? Notice the bending moment, start with a cross product to determine the moment at the wall. The vector R-[0.25,0,0.3] in meters 200 mm 25-mm-dia. round rod...
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