An 8.0x8.0m interior bay in a continuous floor of an offshore platform has to be designed under the following support and load conditions: • The floor is composed of 10cm thick concrete-steel composite (p-2,500 kg/m3) supported over open-web steel joists placed at every 1.25m intervals. • The continuous joists (beams) transmit loads to main girders supported at 8.0m interval (both ways) by interior columns. • Self-weight of open-web steel joists = 200 N/m. • Live loads for the floor include (1) distributed load of 5.0 kN/m2 and (2) a central concentrated load of 5.0 kN. • Load factors: dead load = 1.4 and live load = 1.6.

An 8.0x8.0m interior bay in a continuous floor of an offshore platform has to be designed under the following support and load conditions: • The floor is composed of 10cm thick concrete-steel composite (p-2,500 kg/m3) supported over open-web steel joists placed at every 1.25m intervals. • The continuous joists (beams) transmit loads to main girders supported at 8.0m interval (both ways) by interior columns. • Self-weight of open-web steel joists = 200 N/m. • Live loads for the floor include (1) distributed load of 5.0 kN/m2 and (2) a central concentrated load of 5.0 kN. • Load factors: dead load = 1.4 and live load = 1.6.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

If you don't know the solution please leave it but don't give me wrong solution.
Hand written please
Considering the frame, the height of each storey is 5 m (DA) and 4m (DG) , the length of each span is 6 m (GH) and 7 m (HI), assuming columns and beams have the same cross sectional areas. *Using portal method, what is the axial force at column FC?
Q1) The cantilever beam is subjected to axial load as shown Below, determine the actual stresses acting at points A, B, C and D. 10 kN 50 100 man 20 kN 15 KN
A 7.5-kN force F is applied to the beam by means of a welded plate at A as shown. Using vector analysis determine the following prompts below:
Please solve this question queckly
Why clamp handles are used?
Design an angle iron purlin for a roof having a slope of 26° with the horizontal. . The trusses are spaced at 4 m c/c. The purlin carries dead load of 4.0 kN/m and wind load 1.5 kN/m normal to the roof surface. Use IS: 800 specifications. Adopt Fb = 142 MPa for vertical loads and 177.5 MPa for vertical and wind loads combined. %3D
"D.35. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.8 MPa, fy= 506.8 MPa, bf= 710 mm, t= 90 mm, hw= 470 mm, bw = 440 mm ds= 10 mm, ct- 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 4- 16 mm dia. , tension side (double- layered): upper layer is 4 - 28 mm dia. and lower layer is 5 - 28 mm dia." Use the editor to format your answer br ... Ct Bar diameters and positioning in the figure given are just representations. Refer to the problem statement for the ds hw number of bars and bar diameters to use in your computation. 25 mm Cb bw
PLEASE HELP MEEE
) Derive the flexure formula for the straight members?
i need solutions in 10 minutes please