HW: The floor system shown in the Figure below supports a service live load of 5 kN/m²and a service dead load 3 kN/m² (not include slab weight). Use f = 23 MPa and fy =420 MPa to answer the flowing.810.0200.0+ 800.0 OSP1- Classify the floor system into one way or two way solid slab.28.0*28.0 =2- What is the minimun slab thickness that should be used to control deflection andshear requirement? (use one thickness for all slabs)3- By using Ø 12 mm rebar, what is the required positive reinforcement?4- If the top reinforcement at interior support is Ø 12 mm @150 mm, show if thisreinforcemnt is adquate to support the applied load?IIC||mm008Bm SIQ 92ULEITsd 900 10 69160.30 m 000181.8=26.00m>pm 008=2€ 0.30 mAMA6.00m0010001OS2J =+2.00 m0140001-4.00 m20=09<9810.0 =0.30 m+4.00 m-2.00 mas€ 0.30 m28.0 28.0=90.30 m200.0.30 m 00.000AFloor Plane0.60m+2.00 m-4.00 m-4.00 m2.00 m0.30 m0.30 m0.30 mSection A-Av1fbd q@= MO

Answered: Image /qna-images/answer/953857bc-34fa-4935-b705-33dcf09833c6.jpg

Answered: HW: The floor system shown in the…

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

For part A: I got 3.54 in For part B: I got 0.0125 or 1.25% For part C: Please compute the R value: R=ρfy(1-a/2d) Then compute the Mt value: Mt=Rbd^2 Please show how to get units in kip ft
The building slab is subjected to four parallel column loadings. Take F₁ = 3 kN, and F₂ = 8 kN. (Figure 1) Figure 12 m 6 kN 12 kN 4 m 16 m F₂ 1 of 1 6m y Part A Determine the magnitude of the equivalent resultant force. Express your answer to three significant figures and include the appropriate units. FR = Submit Part B ΠΑ x, y = Value Request Answer Specify the location (x, y) on the slab of the equivalent resultant force. Enter the x and y coordinates separated by a comma using three significant figures. Units ΑΣΦ vec ? m
ANALYSIS OF DOUBLY REINFORCED CONCRETE BEAM. Compute the flexural strength of the beam. Given: fc’ = 28 MPa fy = 414 MPa b = 300 mm d = 500 mm As = 4 – 25 mm ø As’ = 2 – 25 mm ø
Concrete designs, third stage, civil engineering
Problem 2: A uniform concrete slab of total weight 100 kN is to be attached as shown to two rods whose lower ends are on the same level. O Determine the tensile force of the aluminum rod so that the slab will remain ievel. ® Determine the ratio of the area of aluminum rod to the steel rod so that the Steel E=200 GPa L=6m Aluminum E=69 GPa L=4m slab will remain level. Determine the vertical displacement of the concrete slab if the aluminum rod has a cross sectional area of 320 mm?, with the slab remaining at horizontal level. 3 m 6 m m
3.3 A reinforced concrete rectangular beam has dimensions 18" wide by 26" deep and is subject to loads that generate the beam bending moment, Mu=550 ft-kip. Assume the beam effective depth, d=23". Calculate area of reinforcing bars that is required to resist the beam bending moment. Then, choose the reinforcing bar size and determine how many bars should be used to provide the required area. Material properties are: fc = 4 ksi fy = 60 ksi
Determine the flexural stress in the concrete and steel for the beam As=2642mm d=530mm h=600mm b=350mm cover=70mm Ans. Fc' = 7.785Mpa Fs = 109.31Mpa I want the progress of solving using assuming data
!! Show Complete & Detailed Solution w/ FBD !!The concrete post in the figure, is reinforced axially with four symmetrically placed steel bars, each ofcross-sectional area 750 mm2. The moduli of elasticity are 200 GPa for steel and 14 GPa for concrete. A 2000-kN axial load is applied. Compute the:a. axial force in concrete;b. axial force in the steel bars;c. stress in the concrete;d. stress in the steel bars;e. deformation of the concrete post.
One way slabs H.W: Design the slab of the plan shown below. The dead load is due to self-weight plus weight of: • Tiles 3 cm (density 20 kN/m³) • sand 7 cm (density 20 kN/m³) • mortar 2 cm (density 20 kN/m³) plaster 2 cm (density 20 kN/m³) • partition 2 kN/m² Live load =2.5 kN/m² f = 25 MPa and fy = 420 MPa 10.00 m 0.30 m 0.30 m 0.30 m -4.80 m- -3.30 m-

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS