Design the beam shown30KNm8m-1musef'c= 28MPAdb = 25mmøGr60ds = 12mmø%3DAssumed

The given values are as follows,f'c=28MPadb=25mmϕGr60d12mmϕAssume b=d2The design of the beam is…

Answered: Design the beam shown 30kN W = 8m -1m

Engineering

Civil Engineering

Design the beam shown 30kN W = 8m -1m

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 total station is set up over a point (2,703.521 mE, 1,481.345 mN, 1,951.418 m) with an instrument ...

A: Elevation of total station =1951.418mCoordinates of total station,(x,y) =(2703.521, 1481.345)Instrum...

Q: 2 UN 2KN 5 KN /m 20 KN. m A B 니m Hm B-

Q: The time for a clay layer to achieve 90% consolidation is 15 years. The time required to achieve 90%...

Q: 3. Find the resultant vector of vectors A and B shown below. Y 50° 70 A = 20 kN B = 45 kN

Q: complete solution and drawing. if u can please add some explanation thankyou FN = 49 MN = 101 S...

Q: A 6 m long simple span beam with a depth of 500 mm and width of 300 mm. If the following loads and m...

Q: Calculate the volume of material used in making 30 m of 100 mm type L copper tubing.

A: Assume the internal diameter of the copper tubing is denoted by Dinner. Assume the external diameter...

Q: Which is the least expensive wood? A. Ash B. Mahogany C. Cherry D. Pine

Q: 1. Experiment Resins Using the Fydraui Bench Mass Density of Water = 1000 kg/m Mass at No. of Mass o...

A: Given data: Hydraulic bench. Volumetric tank: mass of Volumetric tank=5.4 kg

Q: Deshaun invested his savings in two investment funds. The amount he invested in Fund A was 3 times a...

A: Given data: The amount he invested in Fund A was 3 times as much as the amount he invested in Fund B...

Q: Given data : Mass of ball=5 kg Velocity of ball =2.8 m/s Determine kinetic energy

Q: 2. Draw the shear and moment diagram using the function of x and area method. 8 kN/m B 3m - 3 m-

Q: Part 1 Determine the answers for each size on the Civil Scales: (A) 1"=10' (for answers 1-3) & 1"=50...

Q: An oil and water of equal parts is poured in a hemispherical bowl. The oil settling above the water....

Q: Situation 1: Refer to figure given: Section of diagonal members 2 angles 75mmx75mm x 6mm, area = 185...

Q: What is the meaning of tablet lamination and capping? How are these related to compression force?

A: Tablet lamination and capping:

Q: Generate the stiffness matrix for the frame corresponding to three degrees of freedom 1, 2, 3 nomeso...

Q: The dry density of a soil is 1780 kg/m3. Given Gs = 2.68, what would be the moisture content of the ...

Q: Explain any fiften (15) AUTOCAD commands used in drawing

A: Autocad is a computer based drawing software which is in the field of civil engineering to prepare l...

Q: 2 KN 2KN 5 KN /m 20 KN.m A Hm Hm!

Q: From the figure shown, the thickness of permeable layer is 1.1m making an angle of 14 degrees with t...

Q: A permeability pumping test was carried out in unconfined aquifer with the piezometric level before ...

Q: What is the design discharge that can provide a 6-day requirement of 5-ha farm in 8 hours if the app...

A: Given data, Operational hours h = 8 hrs Operational days d = 6 days Application rate SINgross = 10 m...

Q: A catchment area has a time of concentration of 20 minutes, an area of 20 has. and a runoff coeffici...

Q: The pipe assembly is subjected to the force of F= {650 i+ 800 j-550 k} N. (Eigure 1) • PartA Determi...

A: Given:- The force vector is given F→=650i^+800j^-550k^ N To determine:- The x, y, & z component...

Q: Three bars pinned together at B and C and supported at hinges at A and D as show n in the figure bel...

A: Given:- The magnitude of the force at point B = 350 kN The magnitude of the force at point C = P Poi...

Q: compute the strenght of figure factor From the conditions given are that all stations are occupied a...

Q: Why were the architects coordinating the changes at the construction site? Do scope changes reflect ...

A: The architect is frequently the final decision maker on a project, the one who is responsible for co...

Q: nd HORIZONTAL GRID is 2.0 m. All loads are in Newtons. All members re 900 mm2. 1) determine if the s...

Q: Considering the effects of curvature and refraction, the difference in elevation of points B and C i...

Q: A falling head permeability test was carried out on a 15 cm long sample of silty clay. The diameter ...

Q: The in-situ void ratio of a granular soil deposit is 0.4. The maximum and minimum void ratio of the ...

Q: Situation 3: A steel column is used with Fy=248MPA. The overall length of the column is 10m. Its wea...

Q: If the bucket and its contents have a total weight of 20 lb, determine the force in the supporting c...

A: Given:- The total weight of the bucket = 20 lb The bucket is supported by the cables DA, DB, & D...

Q: Explain the steps for checking rainfall data consistency.

A: Rainfall data consistency check. Rainfall data is obtained generally through raingauge stations. Ch...

Q: Calculate the fineness modulus, when required, by adding the total percentages of material in the sa...

A: A sieve analysis is a logical procedure used to decide the molecule size dissemination of a granular...

Q: A falling head permeability test was carried out on a 15 cm long sample of silty clay. The diameter ...

Q: Develop an earthwork summery tabulating excavation, embankment and mass ordinates given the followin...

A: Earthworks is the main advance for your home; as it is the finished underpinning of your home and no...

Q: The plastic limit of a soil is 35% and its plasticity index is 10%. When the soil is dried from its ...

Q: complete solution and drawing. if u can please add some explanation thankyou

Q: The following figure shows a simply supported beam carrying a uniformly distributed load (udl) of 10...

Q: Analyse the box-frame by moment distribution method. Plot bending moment diagram. 6 m 1.5 m P = 20 k...

Q: Form your own problem using the method in analysis of beam deflections and rotations (Double Integra...

A: let us take a 7m simply supported beam Having 2 point load at 2m distance from each support

Q: 5 A T-shaped simply supported beam has the cross section shown in Figure P1.4. It has (11 m), is loa...

Q: Calculate the magnitude of the resultant force, FRin kN, to the nearest 10th. Pressure above fluid =...

Q: With fy 60,000 psi, select the reinforcing for T-beam AB for the floor system shown. The live load i...

Q: The saturated unit weight of a soil is 19.8 kN/m3. The moisture content of the soil is 17.1%. Determ...

Q: Find the area under the curve when z< 0.91. Select the correct response: O 0.1418 O 0.1814 O 0.1841 ...

A: To compute the area under the normal distribution curve when z < 0.91. For standard normal dist...

Q: 1. The cross section of a beam is in the form of an isosceles triangle of altitude h and base b. If ...

A: Given- Base of triangle = b Altitude = h Vertical shear = V

Q: i) Determine the existing overburden effective stress at mid of clay layer ii) Settlement in clay if...

Question

Design the beam shown
30KN
m
8m
-1m
use
f'c= 28MPA
db = 25mmø
Gr60
ds = 12mmø
%3D
Assume
d

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 by step

Solved in 4 steps with 3 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

Solve fast please I need correct answes
Steel Design Given: S = 2m L = 10m Superimposed dead load = 5 kPa Live load = 3.6 kPa Properties of Beam BFA section = W 460 x 97 kg/mArea (A) = 12320 mm^2Depth (d) = 465 mmFlange Width (bf) = 193 mmFlange Thickness (tf) = 19mmWeb Thickness (tw) = 11 mm Moment of InertiaIx = 445 x 10^6 mm^4Iy = 23 x 10^6 mm^4Yield Strength, Fy = 248 MPar (radius of gyration of a section compromising the compression flange plus 1/3 of the compression web area of compression flange = 50 mm. Consider bending about the x-axis. 1. The compression flanges are laterally supported only at midspan. With this condition, what is the permissible flexural stress if Cb = 1.0?
How much is the required Area of reinforced As only for a T-beam (h=275mm, bw=475mm) carrying a factored moment of 440 kNm? Let db=20mmds=10mmCc=40mmfc=21MPafy=345MPaln=5.5msw on both sides = 2000mm
W2 = 15kN/m a = 2 b = 3 P1 = 75kN
Problem 14 , 3 parts ....plz solve all parts I vll upvote
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mm
Use fc=14.3N/mm^2 ft=1.43N/mm^2 HRB400 fy=360N/mm^2
A W section is a beam without lateral support. A 36 steel is used with Fy = 248 MPa. Properties of W section A = 24709.60 mm^2 tw = 14.73 mm Sy = 621.07 x 10^3 mm^3 d = 840.74 mm Ix = 2792.9 x 10^6 mm^4 rx = 335.28 mm bf = 292.35 mm Iy = 90.74 x10^6mm^4 ry = 60.45 mm tf = 21.72 mm Sx =6653.15 x 10^3 mm^3 1. Compute the allowable bending stress if it has a simple span of 3 m. 2. Compute the allowable bending stress if it has a simple span of 4 m. 3. Compute the allowable bending stress if it has a simple span of 6 m. 4. Compute the allowable bending stress if it has a simple span of 9 m.
I vll upvote.....Asap plz
The rigid beam is supported by a pin atA and steel wires BE and CE. Determinethe load P on the beam that causes theend C to be displaced 10 mmdownwards. Est = 200 GPa. Use area ofsteel wires to be 300 mm2
22 Determine the plastic moment strength (kN-m) of a C15x40, A992 steel, about the minor axis. d = 381 mm bf = 89.41 mm tw = 13.21 mm tf = 16.51 mm A. 36.24 B. 30.98 C. 43.11 D. 50.41
Use the siopsdeflction method, dra . axal fors, shear fore, and bending ot dingrams fo the e shown i the fgus. e fre has pi uppors t A e D and constat modlus of lastiiy £). The moments of fneria ) for sach mermbr indicted i the fgure. 1510 1510 | 12 k/m