Calculate the unfactored slab load in KN/m
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The floor system of a residential building consists of 125mm thick reinforced concrete slab (unit weight = 23.6 KN/m^3) resting on three 8 m spanned RC floor beams spaced at 1.8 meters on centers. Size of RC beam is 200mm x 450mm. NSCP 2015 Load factors: 1.2DL & 1.6LL. Assume simple supports. Calculate the unfactored slab load in KN/m? Express your answer in 1 decimal place.
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- A 5-m simply-supported beam supports a uniformly distributed load equal to 40 kN/m applied throughout the beam. What is the maximum flexural stress if the beam has a rectangular cross-section with b = 300 mm and h = 600 mm? (in MPa) answer in 3 decimal placesA building floor plan having two reinforced concrete slabs of 200 mm thick and density of 24 kN/m3 are supported by beams as shown in figure Q1. The slabs of floor are subjected to impose load 6 kN/m2, Find the total design load on beam B1.The floor system of an apartment building consists of 100mm thick reinforced concrete slab (unit weight = 23.6 KN/m^3) resting on three steel floor beams 3.0 meters on centers. Calculate the total dead load in KN/m due to slab for a single floor beam. Assume one-way slab.
- A rectangular “Apitong” beam 50mm x 300mm is used as a simply supported beam 3.2m long. Determine the largest uniformly distributed load, which can be, applied over the central half of the beam if the flexural stress is limited to go 12MPa?I. Single-choice questions.: 5. Bridge piers belong to which part of a bridge? ( ) A. Bridge superstructure B. Bridge substructure C. Bridge deck system D. Bridge foundation 6. When calculating the load transverse distribution coefficient (m) near the bearing supports of a simply-supported beam bridge, which kind of calculation method is recommended? ( ) A. Lever principle method B. Hinge joint slab method C. Eccentric compression method D. G-M methodA simply supported 4-m long beam is made up of 80% grade Malugai. The beam is carrying a uniform load of 10 KN/m all through out its length and a concentrated load of 500 N at the midspan. The cross-sectional area of the beam is indicated below. What is the actual bending stress of the beam in MPa? (use two decimal places, no need for unit) What is the actual shearing stress of the beam in MPa? (use two decimal places, no need for unit)
- A rectangular beam has a dimension of 210 mm x 260 mm. The simply supported beam is 5-m long and carries a concentrated load of 25 KN at the midspan. What is the maximum flexural stress of the beam? Blank 1 (use two decimal places)As shown in the figure below, determine the internal loadings at points A,B and. Consider the uniform weight of thewhole structure which is SN lbs per ft complete solution and drawing. if u can please add some explanation thankyou FN = 49 MN = 101 SN = 94Determine the normal stress in each of the cables? (MPa) a. 85.7 b. 75.7 c. 65.7 d. 55.7 If the cables elongated by 1 mm, what is the vertical displacement of the precasat slab? (mm) a. 1.758 b. 1.658 c. 1.458 d. 1.558 What is the tensile force in each of the cables? (kN) a. 5.98 b. 4.98 c. 7.98 d. 6.98 SOLVE ALL AND WILL GET A LIKE <3 ps: unit weight of concrete is 24kn/m^3
- A bearing pad is a device which is used to support a bridge or other heavystructure in a way that permits the load to shift slightly in a horizontal directionrelative to the ground or foundation. If a horizontal force af 528 kN is applied tothe top surface of the bearing pad, and that a = 700 mm, b = 550 mm, h = 75m and the modulus of elasticity G = 1.25 MPa. Determine the following: a. The average shear stress on the bearing pad.b. The horizontal displacemant of tne bearing pad. Note: Draw the Free Body Diagram, include the proper units and round-off the answers to 3 decimal places.A 30-cm square steel bearing plate lies between a 20-cm diameter wooden post and a concrete footing as shown below. Determine the maximum value of the load P if the stress in wood is limited to 12600 kPa and that in concrete to 4550 kPa.A trailer truck crossing a 10-m span circular beam ( D = 400 mm ) has axle loads of 7 kN, 9 kN, and 16 kN separated respectively by distances of 2 m and 5 m. Calculate the maximum bending stress and transverse stress developed in the beam.( detailed solution with FBD please, thank you) τmax = ? MPa σfmax = ? MPa