Prob. 1–14
Q: 1-1. The floor of a heavy storage warehouse building is made of 6-in.-thick stone concrete. If the…
A: Given data: L=15 ftB=10 ftt=6 in Calculate resultant force caused by dead load:…
Q: 5. Plot the bending moment diagram for the multi-span beam when a concentrated load Pis imposed at…
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Q: Q3) A building wall consists of exterior stud walls with brick veneer and 13 mm fiberboard on one…
A: Note :- I have considered question 3) the second question as mentioned above. Q3) GIVEN :- Exterior…
Q: 1. The beam AB is fixed to the wall and has a uniform weight of 80 lb ft. If the trolley supports a…
A: Hi! Thank you for the question As per the honor code we are allowed to answer only one question at a…
Q: A 2-storey office building has interior columns that are spaced 6.71m apart in 2 perpendicular…
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Q: Ex. Determine horizontal thrust at supports for given linear arch. HA A 4m + 20kN C 2m B HB 2m
A: Given :
Q: The wall is 12-ft high and consists of 2 × 4 studs. On Answer : 1008 ib/ft each side is acoustical…
A: Given Data: The height of the wall is H=12 ft Width of the clay brick is bb=4 in.
Q: A 30m x 30m piece of land was purchased for the construction of a three-story building. The total…
A: Step 1: Case 1: Far below the case, Rw1=1, Rw2=1 qu = qNq Rw1+0.5γBNγRw2 qu = 20.1 X Df x 70.61 +…
Q: 1. The roof deck of the single story building is subjected to a dead load plus live load of 4.5…
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Q: An inverted triangular gate of horizontal base width of 1.2m and 1m high is submerged in water in a…
A: ρ (density of water) = 1000kg/m3 g = 9.81 m/s2
Q: 2.5' 7.5' Ay By
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Q: 4. Wet concrete exerts a pressure distribution along the wall of the form. Determine the resultant…
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Q: The building wall consists of 8-in. clay brick. In the interior, the wall is made from 2 x 4 wood…
A: Given: The height of the wall h, is 10 ft. The building wall consists of 8-in. clay brick. The wall…
Q: 1-14. A two-story hotel has interior columns for the rooms that are spaced 6 m apart in two…
A: Solution- Assume that the value of the live load component factor (KL) for interior columns is 4. Lo…
Q: P.6.1 Determine the position and calculate the value of the maximum bending moment in the loaded…
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Q: The wall is 12-ft high and consists of 2 x 4 studs. On each side is acoustical fiberboard and 4-in.…
A: The wall is made up of clay brick 4 inches and 12 ft. high . The clay bricks are on both sides of…
Q: 5. Plot the bending moment diagram for the multi-span beam when a concentrated load Pis imposed at…
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Q: A two-storey school (use classroom) has interior columns that are spaced in 4.5 meters apart in two…
A: A two-storey school (use classroom) has interior columns that are spaced in 4.5 meters apart in two…
Q: Determine the funicular arch shape for the loading inFigure 2.4b if the greatest compression force…
A: Solution
Q: A vertical triangular gate 1.2m high have its 2m base flushed with the water surface. Determine the…
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Q: A building wall consists of exterior stud walls with brick veneer and 13 mm fiberboard on one side.…
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Q: |12 kN/m Situation 6 A propped beam 7m long carries a uniformly carrying load starting from zero at…
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Q: H A 6 ft G C -4 ft -- 4 ft F 4 ft t-- 4 ft -+ 4 ft-
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Q: The office building has interior columns spaced 7 m apart in perpendicular directions. Determine the…
A: Reduced live load,
Q: Assume the area of the interior columns is twice the area of the exterio columns and the baseplates…
A: Portal frame is generally a construction technique where vertical supports are connected to…
Q: The roof deck of the single story building is subjected to a dead load plus live load of 45 kN/m².…
A: Solution:-
Q: SITUATION 1: A 10-m simple beam carries a triangular loading starting from the left end to a maximum…
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Q: Q1// A swimming pool is 18m long and zm wide. Determine the magnitude and the location of the…
A: given data: LENGTH L=18 m WIDTH B =7m
Q: A two storage hotel has interior column for the rooms that are spaced 6m apart in two perpendicular…
A: Assume:The value of live load element factor (KL) is 4 for interior columns.The unreduced design…
Q: A two hinged parabolic arch of span 30m and rise 6m carries a uniformly distributed load of 20kN/m…
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Q: Assuming that E=200 GPa and I=2.63x108 mm4, determine the total force P exerted by the 25 mm…
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Q: The roof deck of the single storey building is subjected to a dead load plus live load of 6kN/m². If…
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Q: Perform the Vertical Distribution (using ELF method) of the Base Shear (V=7,500KN) of a school bldg…
A: Earthquake engineering is the application field of engineering that considers earthquakes while…
Q: SITUATION 3 - The design base shear of the three-storey building is 450 kN. Given: Dimensions:…
A: We have to determine shear force at the roof level and natural vibration of the building and…
Q: Q1) The wall is 12-ft high and consists of 2 x 4 studs. On each side is acoustical fiberboard and…
A: Given, Height of wall =12 ft 2x4 studs on each side 4 in clay brick
Q: Using SDM and MDM, determine the reactions on the beams below: 10 kN 5 kN/m Вeат 2: A B 30 kNm 5m,…
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Q: SITUATION II A triangular gate with base width of 2m and 3.8m high is immersed at an angle of 55…
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Q: The school building has a flat roof. It is located in an open area where the ground snow load is…
A: Solution Given Data Ground Snow Load= 0.68 kN/m2
Q: High School building has two stories having interior columns that are spaced 6.6m apart in two…
A: Given columns are spaced 6.6m apart in two directions. loading on the flat roof is estimated to be…
Q: A four-story office building has interior columns spaced 30ft apart in two perpendicular directions.…
A: Given:- The number of stories of the office building = 4 The spacing between the interior columns =…
Q: The steel framework is used to support the 100-mm reinforced stone concrete slab that carries a…
A: Consider the beam BE. Ratio of ba = 53= 1.667< 2So, it is two way slab. From the table 1-2 ρ =…
Q: Assume the area of the interior columns is twice the area of the exterior columns and the baseplates…
A: Top storey P2+2P2+2P2+2P2+P2=10 kN8P2=10⇒P2=1.25 kN Bottom storey 8P1=10+30⇒P1=5 kN
Q: Determine the design positive and negative moments of the beam shown. The dead and live loads are…
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Q: A two-story office building has interior columns that are spaced at 6.71 m apart in two…
A: Reduced live load To account for the lesser likelihood that all levels above the column will be…
Q: The roof deck of the single-story building is subjected to a dead plus live load of 125 lb/ft^2. If…
A: To identify the type of slab we need to find the ratio of lengths. Let ; a = L1 b = L2 From given…
Q: 1-1. The floor of a heavy storage warehouse building is made of 6-in.-thick stone concrete. If the…
A: Given:- thickness = 6 in Length = 15 ft width = 10 ft To find:- Resultant force caused by dead load…
Q: 1-3. The floor of a classroom is made of 125-mm thick lightweight plain concrete. If the floor is a…
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Q: A two hinged parabolic arch of span 40 m and rise of 7m carries a uniformly distributed load of…
A: Given arch = 2 hinged parabolic arch We will have to calculate the horizontal thrust due to…
Q: The roof deck of the single story building is subjected to a dead load plus live load of 45 kN/m?.…
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The office building has interior columns spaced 5 m apart in perpendicular directions. Determine the reduced live load supported by a typical interior column located on the first floor under the offices.
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- Use the interaction diagrams in Appendix A to compute the maximum moment, Mux, that can be supported by the column shown in Fig. P11-1 if (a) P₁= 583 kips. (b) P 130 kips. (c) e = 4 in. Use psi f' = 5000 and fy = 60,000 psi.Problem II. The fabricated steel members are being assembled into a truss on-site in the municipality of Alfonso, Cavite. The assembly started at the elevated ground at both sides and is to meet at the midspan. Nearing to the end of construction, it was found that the last member, CD, was fabricated too short by A mm (see the given table in MS teams). The engineer then came up with an idea of applying a force P at joints C and D as shown to close the gap. P c' P 3 m E 3 m 3 m 3 m: Use E = 200 GPa and cross-sectional area of members BC, DE, CD each 4500 mm? while AC and DF being 6363.961 mm2 a) Determine the necessary force, P, to close the gap in kN. b) If force P will then be removed after being assembled, calculate the force in CD in kN.frame 3
- 25 in. 15 in. Fig. P2.39 6 kips A -1.25 in. 6 kips B C -2 in.Determine degree of external indeterminacy as well as static indeterminacy-80 mm- 5.28 The homogeneous wire ABCD is bent as shown and is attached to a hinge at C. Determine the length L for which portion BCD of the wire is horizontal. B IC 60 mm 5.29 The homogeneous wire ABCD is bent as shown and is attached to a hinge at C. Determine the length L for which portion AB of the wire is horizontal. A Fig. P5.28 and P5.29