PLS ANSWER ASAP I NEED IT PLEASE HELP ME T_T Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L beamsupports a live load of "A" kN/m along the beam centerline plus "E" kPa uniformly distributed over theupper slab surface. Assume clear cover 40 mm and "F" diameter stirrups. Use the unit weight of concrete23.60 kN/m3. Round off your initial calculations and final answer by 3 decimal places.Given:L =13width of column =0.6mz =2.3mOver-all depth of beam, h =725mmWidth of beam, b =350mmThickness of slab, t =125mmEffective depth, d =660mmf'c =35MPaYield strength of flexural steel, fy = 414MPaYield strength of stirrups, fyt =275MPaA =7kN/m Thickness of slab, t =125mmEffective depth, d =660mmf'c =35MPаYield strength of flexural steel, fy = 414MPaYield strength of stirrups, fyt =275MPaA =7kN/mE =kPaF =12mma.) Threshold TorsionkN-mb.) Perimeter of centerline of outermost stirrupsmmc.) Area enclosed by centerline of outermost transverse torsional reinforcementsmm2d.) Spacing @critical region (round off by multiples of 10)mme.) Spacing @2.50 m (round off by multiples of 10)mmf.) Minimum transverse reinforcementsmm2g.) Minimum longitudinal reinforcements for torsionmm2h.) Total Longitudinal bars for torsionmm2

Concrete shear reinforcement is designed to resist forces greater than concrete's shear strength. A…

Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L beam supports a live load of "A" kN/m along the beam centerline plus "E" kPa uniformly distributed over the upper slab surface. Assume clear cover 40 mm and "F" diameter stirrups. Use the unit weight of concrete 23.60 kN/m³. Round off your initial calculations and final answer by 3 decimal places.

Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L beam supports a live load of "A" kN/m along the beam centerline plus "E" kPa uniformly distributed over the upper slab surface. Assume clear cover 40 mm and "F" diameter stirrups. Use the unit weight of concrete 23.60 kN/m³. Round off your initial calculations and final answer by 3 decimal places.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

See similar textbooks

Similar questions

b) Using first principles analyze a rectangular beam for having 230 mm width and 550 mm effective depth is reinforced with steel An on tension side only. Taking parameters with the usual notation as k = 0.36, k2 = 0.42 and Eru = 0.0035 determine for concrete of grade M2s and steel of grade Feso obtain. Xu mar, Mur max, As max for balance section; Mur for Au = 800 mm?:
29 A square footing 2.3 m x 0.35 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 345 kN LL = 204 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the nominal one way shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
Calculate the Load distribution of slabs to beams 2, 2 and D using 10kPa load multiplied by the tributary width. White represents columns. Blue represents beams.
Calculate the Load distribution of slabs to beams 2, C and D using 10kPa load multiplied by the tributary width. White represents columns. Blue represents beams.
30) A rectangular footing 2.1 m x 3.6 m x 0.35 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 346 kN LL = 231 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the nominal punching shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
Calculate the corresponding depth of uniform stress block in a reinforced concrete beam 40*10 deep reinforced with the bars 20mm in diameter enclosed with 10mm diameter stirrups when the tensile steel strain is 0.008 and concrete strain is 0.003. f'c = 22MPa.
Calculate the Load distribution of slabs to beams 1, 2 and B using 10kPa load multiplied by the tributary width. Black represents columns.
Given: Mmax= 15.625 kN-m Vmax= 12.5 kN Depth of the beam= 250 mm 1. A simply supported 5 meter timber beam carries a 5 kN/m uniformly distributed load. If the beam's Ix is 260.4166 x 10^6 mm^4 and fb = 7.50 MPa, what is the base of the beam? a) 150 mm b) 180 mm c) 200 mm d) 220 mm 2. The shear stress fv developed for the beam of question 1 is a) 0.375 MPa b) 0.50 MPa c) 0.75 MPa d) 0.85 MPa
The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored SLAB load in Kilo Pascals? Express your answer in 2 decimal places.
a square footing 2.4 m x 0.34 m thick supports a 300 mm square column at its center. column loads are service conditions:DL = 376 kN LL = 213 kN f'c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm calculate the nominal one way shear stress in the slab. write your final answer with 2 decimal places if the unit is MPA.
Show your complete solution with cancellation of units, and NO SHORTCUTS. 2.A timber block 250 mm square is reinforced on each side by a steel plate 250 mm wide and t mm thick. Determine the thickness t so that the assembly will support an axial load of 1200 kN without exceeding a maximum timber stress of 8 Mpa or a maximum steel stress of 140 Mpa. For timber, E = 10 x 103 Mpa; for steel, E = 200 x 103 Mpa.
A slab with L/S = 2.50 has a thickness of 150 mm reinforced with 12 mm - diameter deformed bars at spacing s = 200 mm on center. Assume f'c = 28 MPa and fy = 415 MPa. Use clear cover of 20 mm. What is the safe live load in KN/m it could carry if L = 5 m? Express your answer in two decimal places. please give answer in text form