i need the answer quickly QI Design the slabs shown in Fig (1), whichare the slab seif-weight and service D.L-3.5 kN/m? & service L L=3.5 kN/m2, f. 28 MPa .fy--414 MPa and y-24 kN/m. Use 10 mm.(sketch the results)supported on rigid beams. The applied loads3m3m10

Answered: Image /qna-images/answer/20831166-7b7e-4d09-987d-21e6e1d2cb61.jpg

QI Design the slabs shown in Fig. (1), which is supported on rigid beams. The applied loads are the slab seif-weight and service D.L-3.5 kN/m² & service LL-3.5 kN/m², f. 28 MPa.fy -414 MPa and y. 24 kN/m³. Use 10 mm.(sketch the results) 3m 3m 10 10

QI Design the slabs shown in Fig. (1), which is supported on rigid beams. The applied loads are the slab seif-weight and service D.L-3.5 kN/m² & service LL-3.5 kN/m², f. 28 MPa.fy -414 MPa and y. 24 kN/m³. Use 10 mm.(sketch the results) 3m 3m 10 10

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) W-N-NYN 4 m w9

A: Note: As per bartleby guidelines multiple not linked questions can be solve only first one....…

Q: The frame is loaded as shown in the figure. The supports at A is fixed and D is hinged. Use…

Q: A soil profile consisting of three soil layers is shown. Characteristics of the layers are: Layer…

A: To find effective stress at point c

Q: Exercise No.4.5 (G₁ + Se). + For a given soil, show that Y = Yw

Q: Draw the shear-force and bending-moment diagrams for the beam shown. Determine the maximum shear and…

Q: Given the properties and elevations of the three reservoirs, if friction factor f, is 0.01 for all…

Q: What is the stress in an 8-inch round x 16-inch high concrete cylinder (E = 2.5 x 10^6 psi) when the…

Q: (b) A rectangular channel 3.05 m wide carries 3.4 m3/s uniform flow of water at a depth of 0.6 m.…

Q: All of the following statements are correct except: a. Materials with higher modulus of elasticity,…

Q: Following are the stadia intervals and vertical angles for a transit-stadia traverse. The elevation…

Q: The truss is loaded by concentrated forces as shown in the figure. Use E = 30 x 106 psi and A = 0.90…

Q: You are now to renovate your bedroom to your dream bedroom at a certain budget given by your…

A: Renovate- It is a process to renew or rebuild so that something is in good condition. To renovate a…

Q: The wood specimen is subjected to the pull of P =15 kN in a tension testing machine. If the…

Q: Assignment 4. Date =18/05/2022 Q7 For the branching system as shown in figure. Calculate the…

Q: A rectangular bar is subjected to tensile forces of 2230 kN. Use E = 110 GPa and ν = 0.34. Determine…

Q: Write the shear force and bending moment equations at each segment of the beam shown. Draw the V and…

Q: Determine the (internal Di, external De and total D) static indeterminacy of the following…

Q: The pressure of the air at A within the closed tank is 200 kPa. Determine the resultant force acting…

Q: The truss is loaded by concentrated forces as shown in the figure. Use E = 30 x 106 psi and A = 0.90…

A: Given data: AE=0.9×30×106=27×106 lbAE=27×103 kips

Q: Free bely 5. Determine the reactions at A and B for the loaded beams. Beam weight may be neglected.…

Q: Determine the slope and deflection at point B of the beam shown using the Area- Moment Method. The…

A: Slope and Deflection at B using moment area method ####

Q: 1.) Solve the bending stress about poin and B 200kN m

Q: A 12m+ -2 m- B b -4 m- C -4 m-

Q: Determine the centroidal moments of inertia and radii of gyration. Use R = 84 mm. R R/2 R/4 rad 120…

Q: Q-3 The frame ABC, Fig.3, is fixed at A and pinned at C. Analyse the frame using the method and draw…

Q: an oil refinery is located on the north bank of a straight river that is 2 km wide. a pipeline is to…

A: Given :- 1)Cost of laying pipe over the land to point P =$400000/km 2)Under the river to…

Q: Give 2 uses of wood in building construction.

Q: 2. If a vertical curve is introduced between a down grade of 0.5 in 100 followed by an upgrade grade…

Q: Initial velocity of the ball, Vo: 29.50 m/s, upward from the ground Determine the distance, d, if…

Q: In the double integration method by beams, the defection (y) equation where C2 represents A a…

A: Answer: option A Rotation at origin is C1 constant Deflection at origin is C2 constant

Q: ELEV. 130m 2 B L = 1000m D = 200mm f = 0.023 L = 1500m D = 250mm L = 300m ELEV. = 40m f = 0.02 D =…

Q: If 2340 vehicles pass a certain lane of road with an average speed of 52 kph, determine the…

A: Given, speéd of vehicle= 52 kph No of vehicle crossed in 1 hour = 2340 vehicle. To find :…

Q: Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown. The normal…

Q: 5. Determine the reactions at A and B for the loaded beams. Beam wei 1m 4 m 3m 5 m 12 kN/m B

Q: Find the value of flow velocity Discharge=102 m3/s Area of channel=35 m2

A: Given data : The value of discharge Q=102 m3/s The value of area of channel A=35 m2 Required :…

Q: The beam with, cross-section shown, is subjected to the load shown. Using E-200 GPa, determine a.…

Q: A punch having a diameter of 19 mm is used to punch a hole in a 6-mm plate. If a punch force of 125…

Q: An 18-ft beam is supported by a pin and a roller at x = 0 and at x = 12 ft, respectively. The beam…

A: Option (C) is correct.

Q: Determine FEMAB of the beam with uniform distributed load of 20 kN/m, 3 meters from the left fixed…

A: Option (c) is correct.

Q: PROBLEMS 1002. A timber beam is reinforced with steel plates rigidly attached at the top and bottom…

Q: At a construction site, there are a number of identical vibratory rollers. Each roller alone…

Q: n in Fig (1) Tab b-212 n in Fig (1). Take a 12. b-4, c-5. d-5.e-2 y Fig (2)

Q: by

Q: What area of reinforcing steel is required

Q: The figure below, represents the infiltration characteristics of a catchment developed based on…

Q: The radioactive isotope of lead, PB-209, decays at a rate proportional to the amount present at time…

Q: Using the method of joints, determine the force in each member of the truss shown below (solve for…

Q: A steel shaft 3 ft long that has a diameter of 4 in is subjected to a torque of 15 kip ft. Determine…

Q: A beam simply supported on a 8 m span carries a uniformly distributed load of 30 kN/m over the…

Q: Use the three moment equation to determine the moment over the support of the following beams and…

Concept explainers

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

i need the answer quickly

QI Design the slabs shown in Fig (1), which
are the slab seif-weight and service D.L-3.5 kN/m? & service L L=3.5 kN/m2, f. 28 MPa .fy
--414 MPa and y-24 kN/m. Use 10 mm.(sketch the results)
supported on rigid beams. The applied loads
3m
3m
10

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

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step by step

Solved in 8 steps with 8 images

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

The working load P on the propped cantilever shown are each 150 kN. If the yield stress of mild steel is 300 MPa, determine the plastic section modulus in cubic millimeters, using a load factor of 1.75 against collapse. (express your response this way, x,xxX,XXX.X). Pu Pu 1.1 2m B A 2m 2m
Q1: Find the Maximum Uniform Live Load can be applied on the beam shown in Fig.(1) so that no cracking occurs for the concrete section. fy= 400 Mpa , f'c= 23 Mpa. Yconcrete = 25 kN/m³.Use W.S.M. Wd =Self weight only WL=? 4025 mm 4 m 300
For the slab system shown in Fig design the one way slab only in both directions. Use o12 bars I 0.3 Slab thickness = 150 mm 3m Service loads are w1 =4.5 KN / m2 and :0.3 6.9 m wd = 6.5 KN / m (included slab weight) 3m f. = 25 MPa, fy = 400 MPa %3D 主0.3 0.3 4 m 0.3 2 m
The slab has beam between all supports which are poured monolithically with theslab as shown in the Figure below. The slab thickness is 150 mm. Use fy = 414MPa and f’c = 21 MPa. Assume Ec be the same for slab, beam and column. Theslab carries a uniform live load pressure of 5.7 kPa and a uniform dead loadpressure of 4.83 kPa (including self-weight). Use 12 mm ∅ main bars and 10 mm∅ temperature bars.a. Compute the moment assigned to the slab at X in the Figure along the span BC.b. Compute the moment assigned to the slab at Y in the Figure along the span AB.c. Compute the moment assigned to the slab at W in the Figure along the spanAD.
Determine the load capacity of the angle ASD. USE NSCP 2015.
Question 8 1 p The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec=23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f'c = 25MPa 800 TE 730 N12 ligs (fsv.t-500MPa) Ast = 3N28 350 Span = 10m Figure 3 Calculate the concrete stresses in tension and compression of the reinforcement concrete beam shown in Figure 3. Compression concrete stress Choose ] Tension Concrete stress Choose]
Using the stress block, determine the ultimate moment of resistance of the section shown in Figure 2 and check whether the steei provided satisfies the bending moment due to the loads on the beam. Characteristic compressive strength of concrete, fck= 25 N/mm² Characteristic tensile strength of steel, fyk = 500 N/mm2 Clear cover to main steel as 20 mm. Ultimate Design Load =13 kN/m 2 402 mm 370 mm 2 1470 mm 9 m 230 mm Figure 2
A beam has a flange width of 810mm and a slab thickness of 50mm. The width of the web section is 300mm and it has an effective depth of 550mm. It is reinforced at the bottom with a steel area of 1750mm2. fc’ = 20MPa, fy = 400MPa. The magnitude of the compressive force of concrete is ____kN
The maximum load of 200 KN was applied on a cylindrical specimen of concrete. Find the split tensile strength in MPa. Take depth as 150 mm and length as 300 mm.
A square hollow steel structure with a wall thickness of t1 = 10 mm is pin linked to two gusset plates with a thickness of t2 = 12 mm, which are welded to a base plate with a thickness of 12 mm and secured to a concrete base with 4-16 mm diameter anchor bolts. The pin has a diameter of 16 mm. P = 48 kN compressive load, 30 deg. P= 48 kN Stnt gusset plate fy=12 mm 0=30 10 m 12 mm 16 mm ø anchor bolt 4-16 mm p 1. Determine the bearing stress in MPa between the struct and the pin. 2. Calculate the pin's shear stress in MPa. 3. Determine the anchor's shear stress in MPa.
C (b/h) 8ød b/2 b/2 The geometry and reinforcement configuration of the column is given below. The material properties are CX/S420. The analysis results due to different loading combinations are as follows (C30,b=400mm,h%3D600mm) Combo 1: Nd%3D1250 kN / Mdx = 250 kN Combo 2: Nd%3D1000 kN / Mdx = 400 kN Combo 2: Nd%3D750 kN / Mdx = 550 kN Determine the longitudinal reinforcement of the column.
QI// A three span one way slab as shown in Fig. 1 is supported on 300 mm wide beams with clear spacing of beams is 4.5m, the slab carries a service dead load of 0.5 kN/m² in addition to self-weight and a service live load of 6 kN/m². Use fe = 28 MPa and fy = 420 MPa 1-Estimate the slab thickness using limitation of ACI-318M. 2- Use the ACI-318M moment coefficients to determine the design moments at critical sections of the slab. Fig.1 300 4.5m 300 4.5m 300 300 4.5m