The roof of a single-story storage building shown is subjected to a uniformly distributed load of 2.4 kPa over its surface area. Beam BE is simply supported. Likewise, girders AC, CF, FD and AD are simply supported on columns A, C, F, and D. Girder Floor beam Column 6 m E 2 at 4 m = 8 m Which of the following most nearly gives the resulting axial load (kN) at column at C? B

The roof of a single-story storage building shown is subjected to a uniformly distributed load of 2.4 kPa over its surface area. Beam BE is simply supported. Likewise, girders AC, CF, FD and AD are simply supported on columns A, C, F, and D. Girder Floor beam Column 6 m E 2 at 4 m = 8 m Which of the following most nearly gives the resulting axial load (kN) at column at C? B

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

See similar textbooks

Similar questions

Problem 1 The members of the truss shown below are of plain concrete. The compressive cylinder strength of concrete is 30 MPa. Determine whether the structure can carry the applied load. 31 KN 24 KN D 120x120mm 40x40mm 40x40mm 120x120mm 300 mm 40x40mm 400 mm
A compound girder consists of a 45 cm by 18 cm steel joist, of weight 1000 N/m, with a steel plate 25 cm by 3 cm welded to each flange. If the ends are simply-supported and the effective span is 10 m, what is the maximum uniformly distributed load which can be supported by the girder? What weld thicknesses are required to support this load? Allowable longitudinal stress in plates = 110 MN/m² Allowable shearing stress in welds = 60 MN/m² Allowable shearing stress in web of girder = 75 MN/m² 2.4cm -18cm 14cm 45cm
A steel channel is used as a purlin of a truss. The top chord of the truss is inclined at a slope of 1 vertical to 4 horizontal and the distance between the trusses is equal to 6m. The purlin has a weight of 79 N/m and is spaced at 1.2m on centers. The dead load including the roof materials is 720 Pa, the live load is known to be 1000 Pa and it is subjected to a wind load of 1440 Pa. The coefficient of pressure at leeward and windward are 0.6 and 0.2 respectively. Properties of C200 x 76mm Sx = 6.19x10^4 mm^3 Sy = 1.38x10^4 mm^3 W = 79 N/m Allowable bending stress • Fbx = Fby = 207 MPa Assume all loads passes through the centroid. Determine the maximum bending stress for a load combination of 0.75(D + L+W) 127.11 256.17 181.15 129.06 Determine the maximum ratio of the actual to the allowable bending stress for load combination of 0.75(D + L + W). 0.90 O 1.25 1.54 1.38 Determine the bending stress along the weaker axis for a load combination of 0.75(D+ L + W). 127.11 170.73 169.48…
A 350mm x 600mm prestressed beam has a simple span of 20m. Thebeam uses stress relieved tendons with specified tensile strength f pu =1862 MPa and an effective stress in prestressed reinforcement afterallowance for all prestress losses f se = 1100 MPa. The area of prestressreinforcement in tension zone is A ps = 1800mm 2 applied 90mm abovethe bottom of the beam and fc’ = 35 MPa.a. Determine the reinforcement indices for the prestressed beam ifit is not to be grouted (unbonded) after the application of theprestress.b. Determine the reinforcement indices for the prestressed beam ifit uses bonded tendons.c. The safe ultimate moment capacity of the beamd. The safe live load that the prestress beam could carry.
#1. Calculate the structural period (structure is dual system)? Does it need Concentrated force on top (please proved) H=27m H = 6m Superstructure Basement
An 8 m long steel is simply supported at the left end and 2 m from the right end. It carries a total uniform load of 45 kN/m all throughout its length. STEEL DECION CIVIL ENGINEERING Beam properties: A= 11,500 mm² bf = 250 mm tw- 10 mm d = 350 mm If=: 16 mm lx = 266 x 100 mm If the Beam is laterally supported throughout the beam b) Determine the Maximum Web Shear Stress
Calculate the maximum tensile and compressive stresses in the section of BC of the beam. BLO Nara 0.5 in LOO KN 1.5 m ( 1.00 KN C 0.5 m D 200 inn 100 mm 25 mm 150 mm t T 25 mm
Determine the maximum flexural stress in the beam loaded as shown below
Part 5. Show complete solutions and appropriate free-body diagram.Determine the external reactions at A and F for the roof truss loaded as shown. The vertical loads represent the effect of the supported roofing materials, while the 2000-N force represents a wind load.
Design the reinforcement of a T- beam to resist a factored moment of 750 kN.m. Properties of the T- beam are as follows: b = 550 mm, = 300 mm, d = 600 mm, t = 110 mm, fc' = 20.7 MPa, fy = 345 MPa. bw CIVIL ENGINEERING - REINFORCED CONCRETE DESIGN
A rectangular cantilever beam has a width of 300mm and an effective depth of 480mm. It is reinforced with 7-25mm bars. The beam is carrying a uniformly distributed dead load of 15kN/m. The compressive strength of the concrete is 21MPa and the yield strength of the steel is 415MPa. The magnitude of the Ultimate moment capacity is Blank 1kN.m.
Light-grade steel channel was used as a purlin of a truss. The top chord of the truss is inclined I V: 4 H and distance between trusses is equal to 6 m. The purlin has a weight of 79 N/m and spaced at 1.2 m. on centers. The dead load including the roof materials is 720 Pa, live load of 1000 Pa and wind load of 1.2 1.2 1440 Pa. Coefficient of Purlins pressure at leeward and windward are 0.6 and 0.2 respectively. Assume all loads passes through the centroid of the section. Truss Properties of C 200 x 76 mm Sx = 6.19 x 104 mm Sy = 1.38 x 104 mm W = 79 N/m 12 12 1.2 I Allowable bending stress Fbx= Fby = 207 MPa Truss %3D 6m O Calculate the bending stress, fox, for dead load and live load combination (D+ L). Calculate the bending stress, foy, for dead load and live load combination (D + L). O Calculate the maximum ratio of actual to the allowable bending stress for load combination 0.75 (D + L + W) at the windward side. fbx = 151.14 MPa fby = 169.6 MPa Interaction = 1.25