H.W: Draw a construction plan for this form..Two - Way SlabDesign slab for the floor beam system shownAll colunns 300 300 mmAll beams = 300 * 600 mmLive load 5.1 KN/mDead load= 0.785 KN/m² +slab weight+ tiling 4 cm= 25 MPafy 400 MPaWith brick wall around the perimeterof 1.2 m in height and 0.25 m in width5.8m5.8m5.8m7.25m7.25m7.25m

solution: Given: Live load = 5.1 kN/m2 , Dead Load = 0.785 kN/m2+ (25 x 37.845)+(378.45x0.04)=91.623…

H.W: Draw a construction plan for this form.. Two - Way Slab Design slab for the floor beam system shown All colunns = 300 300 mm 5.8m All beams = 300 * 600 nm Live load-5.1 KN/m Deadload 0.785 KN/m² + slab weight + tiling 4cem = 25 MPa fy 400 MPa With brick wall around the perimeter of 1.2 m in height and 0.25 m in width 5.8m 5.8m 7.25m 7.25m 7.25m

H.W: Draw a construction plan for this form.. Two - Way Slab Design slab for the floor beam system shown All colunns = 300 300 mm 5.8m All beams = 300 * 600 nm Live load-5.1 KN/m Deadload 0.785 KN/m² + slab weight + tiling 4cem = 25 MPa fy 400 MPa With brick wall around the perimeter of 1.2 m in height and 0.25 m in width 5.8m 5.8m 7.25m 7.25m 7.25m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A simply supported one way reinforced concrete floor slab has a span of 4 m. It carries a service…

A: L=4 mLL=9 kPaDL=2 kPafc=21 MPafy=415 MPad'=20 mm

Q: A rectangular bear has a wish of 300mm and a total depth of 650mm , calculate the area of steel…

Q: A Concrete Masonry Unit Wall is constructed as follows: • Length 8000 mm • Height 4000 mm . There…

Q: Help me how to design the REINFORCED CONCRETE BEAMS WITH IRREGULAR CROSS SECTION as shown in figure…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

Q: Situation C: A rectangular beam has a concrete strength of 24 MPa. The yield strength of the…

Q: II. Locate the centroid of the composite area below. Y 50 mm 80 mm R=50mm 250mm R=65mm -- X 50 50 mm…

A: To find centroid of composite area

Q: a simply supported beam is reinforced with 4-diameter28mm at the bottom and 2-diameter 20mm at the…

Q: illustrate and label only cantilever slab has a span of 2.40 m. It is 150 mm thick and has an…

A: Given : Cantilever beam of length, L = 2.4 m h = 150 mm, d = 110 mm Bars of 16 mm dia at spacing of…

Q: th of the beam section to the nearest whole number = ___________ kN·m Maximum service uniform live…

Q: The 5-story building design project will have its beams and slab poured monolithically and formed a…

Q: A 300 mm X 450 mm exterior beam is reinforced with 2 - Ø20 mm and 1 – Ø25 mm bars on the first layer…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

A: Solution-The given values are as follows,b=250mh=500mThe bottom with 4-20-mm-diameter bars The top…

Q: considering the nominal shear stress on concrete is fv=0.9 mpa calculate the allowable max spacing…

Q: Q:Find Stresses at: Section A-B & Section D-C

Q: Design a one-way slab with a simple span of 3.0m. The slab is to carry a uniform live load of 7.15…

Q: Design the slab reinforcement if the maximum positive moment is Mup=wul2/11 . and the maximum…

A: Given: length = 6m span = 2m Wu= 8.572 kPa Slab thickness = 150 mm f'c = 28 MPa fy= 219 MPa main bar…

Q: simply supported beam is reinforced with 5-ϕ25 mm at the bottom and 2-ϕ20 mm at the top of the beam.…

Q: Example 1: Estimate the Slab reinforcement for the given figure below. All the straight bottom bars…

Q: Considering the nominal shear stress on concrete is fv = 0.78 MPA. Calculate the allowable max…

A: Solution: Given: h = 729 mm b = 392 mm fy = 275 MPa fc = 0.78 MPa Assume l = 1 m Self weight = 0.392…

Q: The 5-story building design project will have its beams and slab poured monolithically and formed a…

A: Solution: Given: Area of steel at tension 9-36 mm Ast = 1006 mm2 Total Ast = 9x1006=9081 mm2 Area…

Q: Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of…

A: Calculation of depth of slab Assuming it to be a continuous slab with simple supports at the end,…

Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume Cc- 50mm, stirrups…

Q: Given multi story building of 20 x 20m area as shown in the sketch, design the slabs according to AC…

A: Given data Multi-story building of 20 x 20m area Assume that the ultimate compression strength of…

Q: feu = 40 MPa Cover = 35mm fy = 500 MPa fy = 250 MPa Preferred link size = 10mm Question 2 Design the…

A: Given : fc = 40 MPa, cover = 40 mm fy = 500 MPa Slab thickness, h = 160 mm Moment, Mu = 35 kNm Main…

Q: Q2// A floor system consists ofconcrete slab supported by continuous with: hy = 140mm , b, = 300mm,d…

Q: Find the minimum theoretical width and height of a rectangular concrete section that will make the…

A: Answer We are given 2 layer of 2#25 mm diameter bottom bars fy = 414 Mpa f'c = 35 Mpa Height(h) /…

Q: A simply supported one way reinforced concrete floor slab has a span of 4 m. It carries a service…

Q: Problem No. 1A 250x450mm beam with a concrete cover of 40mm and stirrups of 10mm with fc' of 21Mpa…

A: b=250 mmd=450-40=410 mmfc'=21 MPafy=276 MPa

Q: simply supported beam

Concept explainers

Masonry wall construction

Masonry walls of various sorts are utilized in building construction. Masonry walls are the most enduring feature of any structure or building. It separates a structure from the outside world. In masonry construction, the common masonry materials used are building stone, brick, cast stone, glass block, and concrete block. Masonry construction is a type of construction that has the highest durability.

Question

H.W: Draw a construction plan for this form..
Two - Way Slab
Design slab for the floor beam system shown
All colunns 300 300 mm
All beams = 300 * 600 mm
Live load 5.1 KN/m
Dead load= 0.785 KN/m² +slab weight+ tiling 4 cm
= 25 MPa
fy 400 MPa
With brick wall around the perimeter
of 1.2 m in height and 0.25 m in width
5.8m
5.8m
5.8m
7.25m
7.25m
7.25m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Problem No. 3A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume Cc-50mm, stirrups-10mm, fc'-21Mpa and fy-415Mpa. Calculate the following. 17. Calculate the strain of the steel reinforcement O 0.00182 O 0.00201 O 0.00224 O 000391 O 0.00577
From the given floor plan, the following data are given: D = 4.5 kPa (Weight of slab included) L = 3.0 kPa U = 1.2D + 1.6L Beam dimension = 300x400 mm Slab thickness 100 mm Slab Reinf. 10 mm Ø = Clear concrete cover to slab reinforcement = 20 mm S = 2.6 m L= 6.0 m 6- 300 mm SECTION AA 11. Determine the ultimate negative moment on the slab at the span bounded by FGJK. 12. Determine the ultimate positive moment on the slab at the span bounded by FGJK 13. Determine the maximum spacing of the 10 mm Ø bars as prescribed by design codes. 14. Determine the ultimate shear force on the slab at the span bounded by FGJK. 15. Determine the ultimate shear force on the slab at the span bounded by GHIJ.
Design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads given. Show sketches of cross sections including bar sizes, arrangements, and spacing. Assume concrete weighs 23.5 kN/m'. F, 420 MPa and f 'c 28MPa. %3D %3D
Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service deadloads of 1.1KPa for floor finish and 0.72KPa for ceiling. Use fc = 21MPA, fy = 276 MPa, Unit weight of Conc = 23.54KN/m³. Sketch the reinforcement detail. -4.5000+3.0000-4.0000- -4.5000- 5.2000 SLAB 1 6.4000 7.0000 3.0000
A rectangular bear has a wish of 300mm and a total depth of 650mm , calculate the area of steel reinforcement repral Take, M. 360kN.m f30 MPa and , 400MP
To calculate the reinforcement ratio p, assume a 7 in. slab with an effective depth of 6.0 in., with No. 6 (No. 19) bars spaced 5.5 in. center to center. Imperial Metric bar Linear Mass Density Nominal diameter Nominal area bar size size (soft) (in) (mm) (in) (mm) No.6 0.167 0.249 0.250 6.35 0.05 32 No. 10 0.375 = % 9.53 0.11 #3 0.376 0.560 %3D 71 #4 No.13 0.668 0.994 0.500 12.7 0.20 129 #5 No.16 1.043 1.552 0.625 % 15.9 0.31 200 #36 No.19 1.502 2.235 0.750 = % 19.1 0.44284 #7 No.22 2.044 3.042 0.875 = % 22.2 0.6087 #38 No.25 2.670 3.973 1.000 = % 25.4 0.79 510 %3D No 29 3.400 5.060 1.128 % 28.7 1.00 645 # 10 No.32 4.303 6.404 1.270 1% 32.3 1.27 819 # 11 No.36 5.313 7.907 1.410 % 35.8 11 1.56 1,006 # 14 No.43 7.650 11.384 1.693 1% 43.0 2.25 1,452 # 18 No.57 13.60 20.239 2.257 1% 57.3 4.00 2,581
Find the minimum theoretical width and height of a rectangular concrete section that will make the beam failure sufficiently ductile. Given: Two layers of 2-Ø25 mm bottom reinforcements fy=414 MPa f'c=35 MPa stirrup diameter=minimum required clear cover=minimum value for beam vertical clear spacing bet. Iayers=minimum value for beam height-to-width ratio=2.0 Note: Ductile failure occurs in beams when the extreme reinforcement layer is strained to 0.004 or greater.
A one way simply supported slab of effective length in the shorter span is 3.5 m. Calculate the area of the distribution reinforcement.
NEED ASAP! USE NSCP 2015(REINFORCE CONCRETE DESIGN SUBJECT) determine the Concrete Shear Force and Critical Spacing of Stirrups to be adopted by the entire grid distance.Convert all the dimensions from ft and inches into millimeters (use 1 inch = 25mm for distance and dimension approximations). Use the following parameters: fc' = 21 MPa, fy = 420MPa, fyt = 275 MPa, Wdl = 23.7 KN/m, WII = 16 kN/m.
PLEASE ANSWER IT NOW HELP. For the reinforced concrete beam shown, calculate the bending stresses (fc, fs,and fs') in the concrete and reinforcement for a service-load bending moment of 115 kN-m. Assume normal-weight concrete with fc'=28 MPa and Grade 60 reinforcement (fy=415 MPa). Assume a cracked section
I need answer within 20 minutes please please with my best wishes
9 A simply supported beam 300 mm wide, 500 mm deep and spans 5.3 m supports a service super imposed dead load of 7 kN/m and service live load of 9 kN/m. Concrete strength f’c = 21 MPa and steel yield strength fy = 415 MPa. Concrete cover to bar centroid is 70 mm. Determine the required amount of tensile reinforcement in mm^2 as per provisions of NSCP 2015. Write your final answer to the nearest whole number.