Total load 87 psf=B1W16 x 57G1W24 x 68Compute Vmax and Mmax for Beam 1 and Girder 1 in the roof framing plan.28'HIH-B16 @ 6' = 36'B1B1B1B1|G1I-I-

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Answered: Total load 87 psf = B1W16 x 57 G1W24 x…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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In a slab-floor system with the total depth of 22 in., the flange effective width was determined to be 40 in. The beams have a web width of 14 in. and the slab thickness is 3 in. Design the reinforcement for a typical interior beam if the factored applied moment, Mu is 9500 k-in. f’c = 6ksi and fy = 80 ksi. Draw the detailing.
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Per the ACI, what is the minimum girder depth (Select a uniform depth for all girders) Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f' = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Answer from: 24", 30", 36", 28" 30-0¹ B4 Member Solid one- way slabs D4 83 Colm - % 30-07 Dean /16 -Sab Mark 3 co B 30/0 82 D2 TABLE 9.5(a) MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED U/18.5 -Ginder 15 Minimum thickness, h One end Both ends Simply supported continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections €20 1/24 /28 /10 40-0 Beams or ribbed one- way slabs Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as…
A3. A composite beam and deck system made up of W360x72 at 1000mm o.c. is to span 8m. The deck when cast is to be 100mm thick concrete (25MPA). The shear studs to be used have an ultimate stress capacity of 415MPA and will have a diameter of 16mm. Assuming 100% connection and that the system is shored during casting determine the ultimate moment of the composite W360.
Design a rectangular one-way slab: clear dimensions (4 m x 8 m) to carry a superimposed dead load of 2 kN/m in addition to its own weight and a service live load of 4 kN/m2., The slab is fixed to beams on all edges. Use o 13 for the main & minor steel. Use fe-28 MPa and f,-420 MPa. Show neat and complete sketch (plan & cross section) of your design. Solution: Plan View showing reinforcement details Cross-section in short direction showing reinforcement details

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Total load 87 psf = B1W16 x 57 G1W24 x 68 Compute Vmax and Mmax for Beam 1 and Girder 1 in the roof framing plan. 28' H I H- B1 6 @ 6' = 36' B1 B1 B1 B1 | G1 I- I-