Homework 3: Load CalculationsUsing the section below, determine the following:a. The service dead load in psf supported by the slabb. The factored total uniform load in psf supported by the slab.Assumefloor live load of 100 psf.0.01Note:PartitionsMech/Elec.Susp. Ceiling- 20 psf- 20 psf2 psfBlock1/2" lightweightfloor finish=4psf1'-0"18'-0" (TYP.)་ ་Slab SpanBrick1-0Cont. bricksupport ateach floor

a) Service dead load is psf supported by slab:TYPE…

Answered: Homework 3: Load Calculations Using the…

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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A conventional floor system has panel dimensions measured from center-to-center of the beam support as shown. The beam dimensions are given where the transverse direction is vertical and the longitudinal direction is horizontal in the drawing. The superimposed floor loads are also given with a total of 2.7 kPa for the dead loads and 1.9 kPa for the live load. The rebars are 10mm in diameter, Grade 40 and the concrete strength is 28MPa. Design the Conventional Slab using Direct Design Method in the Transverse Direction (Use NSCP and ACI codes for this problem.)
2010-biT REINTORCED CONCHSTE Homework3 Design the Inverted T-beam shown in the following floor system for both positive and negative moments, then druw the detailing showing the top and bottom reinforcing sleel bars • The columns are masonry construction Additional Dead Load (Superimposed DL) - 2.5 KN/m Live Load: 4 kNm Slab Thickness : 150 mm f21 MPa , ty 420 MPa 3.0m of 9.0m 3.3m 40m 4.0m Ao 4.0pm 4.0m 40m SECTION 1-1 CRY 407 ENGINEERING DEPARTMENT
A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
Asap Please, Thank you Note: This is just a sample problem for review purposes
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With fy = 60,000 psi, select the reinforcing for T-beam AB for the floor system shown. The live load is 80 psf, while the dead load in addition the concrete's weight is 100 psf. Concete is assumed to weigh150 Ib/ft. The slab is 4 inches thick, the effective depth is 24 inches, and the width of the web is 15 inches. A edge L beam T beams 32' 4 @ 12' = 48"
Please answer the problem below using Nscp 2015,thank you,Asap
Q1 A B. 24'-0" 12'-0" 12'-0" to 2 VOID 16'-0" 8'-0" The floor plan above, shows steel beams which support an 8" thk RC slab with a terrazzo floor finish. The terrazzo floor finish imposes a uniformly distributed load of 20 psf, while the live load over the entire slabbed area, can be taken as 50 psf. The unit weight of concrete is 150 pcf and the self-weight of the steel beams can be ignored. a) Show the tributary areas over all the beams on a plan drawing. b) Calculate the total factored loads on the beam shown on gridline '2' and draw its loading diagram, showing the total factored loads as well as its factored reactions. to .0-,9 .0-8 0-,21 ,0-,
W3D 25 Y= 155 %31 1oow= 2500 KN 27=310mm X= 475 Z= 60 %3D 102=600mm
Check the following beams for compliance with ACI. Check the following: þMn > Mu As > As,min rebar spacing, cover requirements (cite ACI section) 2. Precast beam in parking garage: Mu = 800 k-ft %3D 18"- #3 stirrup -1 12" clear 25" 1' clear 14 ea. Nb. 8 bars f'c =6000 psi fy =60,000 psi
Solve the problem according to the formulas in NSCP 2015 7th Edition.
REINFORCED CONCRETE SUBJECT

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