3'-0"B1 (12W-20 D)31 (12 WX20 DB2 (12"WX20 D)82 (12"WX20 D25'-0"25'-0"FLOOR FRAMING PLANNO SCALE3 EQUAL SPACES 8'-4" 3'-0"-25'-0" (TYP)A62 (12°W+20°D)(0₂0ZXM_21) 28(CLOZIM,ZL) LAB1 (12Wx20 D30⁰-030'-0"-CONC COL24 SQR(TYP)3-0⁰0-0 d. Determine the following for Girder G2i. What are the girder width, depth, and length dimensions?ii. What is the girder tributary width?iii. What is the total girder weight? (note: do not include the slab at top of the girder)iv. What is the girder average weight (in pounds per sq ft)?e. Write the calculated average weights in the following load Table 2-1.Concrete slabBeam B2ItemGirder G2Non-Structural weightsFixed partitionsAC tile ceilingMechanical, electrical, andplumbing systemsTable 2-1 - Design loadsDescribe member dimension/thickness/AssumeSum of dead loadsDead Load (psf)10210

d. Determine the following for Girder G2 i. What are the girder width, depth, and length dimensions? ii. What is the girder tributary width? iii. What is the total girder weight? (note: do not include the slab at top of the girder)

d. Determine the following for Girder G2 i. What are the girder width, depth, and length dimensions? ii. What is the girder tributary width? iii. What is the total girder weight? (note: do not include the slab at top of the girder)

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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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’c = 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"
Q7/ A precast beam is to be used as a bridge over a small roadway. Concrete dimensions are b= 500 mm, and h = 700 mm. The effective depth d = 600 mm. Concrete and steel strengths are 42 MPa and 420 MPa, respectively. Using approximately one-half the maximum tensile reinforcement permitted by the ACI Code (select the actual size of bar and number to be used), determine the design moment capacity of the girder. If the beam is used on a 9 m simple span, and if in addition to its own weight it must support railings, curbs, and suspended loads totaling 7 kN/m, what uniform service live load limit should be posted?
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I need the answer to the question in reinforced concrete
Q3: А- Oesign a rectangular beam with b = 350 mm, h = 625 mm as shown below. Use f! = 30 MPa, fy = 375 MPa and Ø18 mm for %3D fongitudinal reinforcement. Two lavers of tension reinforcement. PE45 kN Wu,-25 kN/m WUT14 kN/m D.L babulb 5 m B- Check the design of the singly reinforced beam shown below, if fc = 20 MPa and fy = 420 MPa, 030 mm for tension. Why? %3D sed edr arlagead iso t 430 mm 100 mm 300 mm
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…
a) Write and explain one advantage and onedisadvantage of using intermediate stiffeners in plate girders. b) If a plate girder design was initially determined to require intermediate stiffeners, but one optedtonot use them, how else could the plate girder be designed to achieve the same shaer capacity. c) A w-shepe beam is bent in bi-axial bending. All loading passes through its shear center. Please explain why the flexural strenght about its weak axis is the fullplastic moment capacity regardless of Lb
I am trying to figure out which equations were used to solve this problem.
3-2 A rectangular section with width b=200mm and depth h=450mm is to carry a design bending moment M=145KN •m. The concrete is of grade C40 and the tensile steel is of HRB400. The tension reinforcement A, is required.
Please answer part 4
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