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P15.12 Analyze the portal shown if PIs are assumed to be located at column mid-heights and...
Problem 2-25 points Find the slope and deflection at the mid-span of the beam shown using...
Problem 2-25 points Find the slope and deflection at the mid-span of the beam shown using the integration method. 15k E = 28,000,000 psi I = 180 in 8 ft
Problem 1 Consider the beam-column shown. Determine whether the beam can support the loading show...
Problem 1 Consider the beam-column shown. Determine whether the beam can support the loading shown. Be sure to consider any secondary moment effects. The beam-column size is W16x100 and it is part of a frame that is braced against sidesway. Note that Cb 1.0 for this loading. P=500 k M 200 k-ft 15' ) M = 250 k-ft P 500 k
Problem 1 Consider the beam-column shown. Determine whether the beam can support the loading shown. Be sure to consider...
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are eac...
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1
1-(25%) Draw shear and moment diagrams for the beam shown...
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw...
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
Problem 1: A reinforced concrete beam having the cross section shown is on a simple span...
Problem 1: A reinforced concrete beam having the cross section shown is on a simple span of 26.5ft. It has already been estimated that the applied factored moment, Mu, is 700 k-ft. Assume 60ksi. interior exposure, #3 stirrups, f'e 3ksi, fy Required: 1) Analyze if the beam is adequate for moment only. (3 points) Solution: 91 34.4" d 38" 6u-7 4.#9 (4)
Problem 1: A reinforced concrete beam having the cross section shown is on a simple span of 26.5ft....
Analyze the Frames shown below. Draw the shear and moment diagrams and sketch the approximate deflected...
Analyze the Frames shown below. Draw the shear and moment
diagrams and sketch the approximate deflected shape
Settlement at A = 1” and at C = .5” E = 30000 kis, I = 240
in4
2k/ft 8 k B EI EI 36 k-ft С 12'1 EI A 12' 8'
A simply supported beam as shown in the figure. The beam section is W18x211. The beam...
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....
2. The beam shown below supports three distinct HVAC units, one 1000 lb and two 500...
2. The beam shown below supports three distinct HVAC units, one 1000 lb and two 500 lb. They are located at quarter points of the beam. If we say the moment of inertia is 1 = 400 in 4, and the Modulus of Elasticity is E = 29,000 ksi: a. What is the deflection of the beam at mid-span? b. Given an allowable deflection of L/240 (where L is the beam length in inches), is the deflection acceptable? 1000 lb...
Problem 2 - Draw the shear and bending moment diagrams for the beam shown below. Clearly...
Problem 2 - Draw the shear and bending moment diagrams for the beam shown below. Clearly label th shear and moment values at all points. (25 points) 20 k 40 k-ft 5 ft 10 ft 10 ft
Problem 1: The frame shown represents the front part of a simple one bay structure in...
Problem 1: The frame shown represents the front part of a simple one bay structure in North York. The structure comprises a floor slab monolithically connected to the longitudinal and transverse beams. The structure is to be designed for snow, self-weight, and an earthquake force accounting for 12% of the building weight acting at the center of mass (slab center). Find the design values for ULS (moment, shear and axial load) of the column at the base, at the beam...
Problem 2-25 points Find the slope and deflection at the mid-span of the beam shown using the integration method. 15k E = 28,000,000 psi I = 180 in 8 ft
Problem 1 Consider the beam-column shown. Determine whether the beam can support the loading shown. Be sure to consider any secondary moment effects. The beam-column size is W16x100 and it is part of a frame that is braced against sidesway. Note that Cb 1.0 for this loading. P=500 k M 200 k-ft 15' ) M = 250 k-ft P 500 k
Problem 1 Consider the beam-column shown. Determine whether the beam can support the loading shown. Be sure to consider...
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1
1-(25%) Draw shear and moment diagrams for the beam shown...
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
Problem 1: A reinforced concrete beam having the cross section shown is on a simple span of 26.5ft. It has already been estimated that the applied factored moment, Mu, is 700 k-ft. Assume 60ksi. interior exposure, #3 stirrups, f'e 3ksi, fy Required: 1) Analyze if the beam is adequate for moment only. (3 points) Solution: 91 34.4" d 38" 6u-7 4.#9 (4)
Problem 1: A reinforced concrete beam having the cross section shown is on a simple span of 26.5ft....
Analyze the Frames shown below. Draw the shear and moment
diagrams and sketch the approximate deflected shape
Settlement at A = 1” and at C = .5” E = 30000 kis, I = 240
in4
2k/ft 8 k B EI EI 36 k-ft С 12'1 EI A 12' 8'
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....
2. The beam shown below supports three distinct HVAC units, one 1000 lb and two 500 lb. They are located at quarter points of the beam. If we say the moment of inertia is 1 = 400 in 4, and the Modulus of Elasticity is E = 29,000 ksi: a. What is the deflection of the beam at mid-span? b. Given an allowable deflection of L/240 (where L is the beam length in inches), is the deflection acceptable? 1000 lb...
Problem 2 - Draw the shear and bending moment diagrams for the beam shown below. Clearly label th shear and moment values at all points. (25 points) 20 k 40 k-ft 5 ft 10 ft 10 ft
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