Answered: , For isolated T- beam showing in Fig.…

, For isolated T- beam showing in Fig. below, having section dimentions of hf = 150mm, bw = 300mm, b = 1200mm, d = 750mm, p = Pmax, and fe' = 20 Mpa, fy = 400 Mpa. Required allowable live load.

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: 1.4 A water supply reservoir has an annual capacity of 25 x 10' acre-ft. It is serving a city with a…

Q: If the transversal Ultrasonic Pulse Velocity of a concrete mixture was measured as 2700 m/s, and the…

A: Transversal velocity (Vs) = 2700 m/s Specify gravity (S) = 2.4 Poisson's ratio = 0.2 We have to find…

Q: A 40 mm diameter steel bar is subjected to a tension test. Under a tension load of 276.46 kN, it was…

Q: It has been decided that a low-rise office lot will be supported by shallow foundations. You have…

Q: A simply supported prestressed concrete beam is of 25m span. The initial stress is 1000 MPA. The…

Q: The ramp is used as passengers board a small commuter airplane. The total mass of the ramp and six…

A: The total mass = 710 kg

Q: Question 3. A strip footing is to be used in a clay soil in which the imposed load is 1 MN/m length.…

A: Cohesion , Angle of Internal friction , Unit weight ,

Q: Q Calculate the diameter and discharge of a circular sewer laid at a slope of 1 in 400 when it is…

Q: A reservoir has a catchment area is about 150 hectares. The rainfall is 2.5times of run-off and the…

Q: What is difference of the average shear stress at the bottom and the sides of a rectangular flume…

Q: In a flight of steps, each tread is 287 mm and each riser is 213 mm. Find the length of the handrail…

Q: A simply-supported I-beam is subjected to three 5 kip loads as shown below. The beam is made from…

A: Determine the maximum shear stress developed in the glued joints.

Q: match, options are in grey

A: Given Options: 300 Ibs pointed up300 Ibs pointed lefthorizontal load300 Ibs pointed down300 Ibs…

Q: 400 N y 250 N B 60° Answers: 530 N 60⁰ 30° 590 N 410 N 30° G -17.5 m E 30 220 N

Q: Calculate the ratio of maximum and minimum tensile reinforcement in rectangular reinforced concrete…

A: A rectangular reinforced concrete beam-Width b = 350 mm and depth d = 450mm Fe415 steel Cover = 50…

Q: On a two-lane NH, a curve of radius R m and length 275 m is designed to have a stopping sight…

A: A two-lane NH-A curve of radius R mLength is 275 mStopping sight distance SSD = 120 mWidth of each…

Q: The result presented in Table Q2a were obtained from a consolidated drained (CD) triaxial test on a…

A: Height of sample, Diameter of sample, Cell pressure, Axial strain (%)Axial force…

Q: etermine the theoretical embedment depth for the given free support anchored sheet pile wall placed…

A: Angle of Internal friction , Cohesion , Natural Unit weight ,

Q: (a) A bolted connection is shown in Figure Q5(a). The 10mm thick plate with grade S275 is bolted to…

Q: A 400 * 300 mm rectangular column is reinforced with four No.36 bars, one in each corner, with cover…

Q: (El) Beam = 5000 kNm² 2m B K-1000 N/m m) 50 kg The fundamental time period of vibration of the…

Q: Course review terminology Module Three Match terms with proper description support reactions 3 d…

A: The support reactions for each of the support depend upon the type of support.The support reaction…

Q: A crop is to be grown, for the month of December. If the effective rainfall in that month is 1.7 cm,…

Q: Why is it that looks count for so much? Imagine you planned a project with and without the help of…

A: Why looks count for so much ? Looks or aesthetic are important in any construction work or any…

Q: A field channel has cultivable commanded area of 2000 hectares. The intensities of irrigation for…

A: Given-Cultivable commanded area CCA=2000 hectares.The intensities of irrigation for gram and wheat…

Q: Replace the two forces acting on the bent pipe by a single equivalent force R. Specify the distance…

Q: The driver of a vehicle approaching a signalised intersection at a speed of 40 kmph applied brakes…

A: Speed u=40 kmphAmber time=4 sReaction time=1 sTo Find-The average friction coefficient developed.

Q: PROBLEM 2 6k/ft 4 Kft ←8' 8' 6' 6' CONSTRUCT THE SHEAR V(x) AND MOMENT M(x) DIAGRAM FOR THE…

Q: A beam having a span of 12 meters s simply supported at the ends and at mid span. It carries a…

A: given beam:

Q: Wal X Problem 1.6 (even) Using L/2 & 2L/3 as the location of the concentrated applied moment…

A: Simply supported beam AB having length 6m, subjected to an anticlockwise moment of 8…

Q: 4. A W-shape beam is reinforced by bolting to it at its bottom flange a cover plate as seen in the…

Q: The deflection and slope at C will be (take EI = 12000 kNm²) 24,KN Book 60 kNm O

Q: A lake had a water surface elevation of 110.00m above datum at the beginning of a certain month. In…

Q: Determine the force in member DI of the loaded truss. Enter a positive number if in tension,…

Q: The beam has a rectangular cross-section as shown. Determine the largest load P that can be…

Q: QUESTION 3: For the beam given in the figure, using the Virtual Work Principle, a) Calculate the…

Q: The moisture content of soil in the root zone of an agricultural crop at certain stage is found to…

A: Agricultural crop soil with-Moisture content=0.05Field capacity of the soil=0.15Root zone depth=1.1…

Q: calculate the reaction forces from point a to b. kindly show the complete solutions. thank you

Q: Exercises: Determine the degree of indeterminacy of the trusses as shown in the figure. Problem #1 A…

Q: A given cohesionless soil has emax = 0.88 and emin = 0.48. In the field the soil is compacted to a…

A: A cohesionless soil with the void ratios-To Find-The value of the Relative density (RD) of the soil.

Q: * For the beam and loading shown with P = 2 kN, consider section n-n and determine (a) the largest…

Q: Using the shear force diagram, what is the shear force at x=15m? approx.____N O -50 O-100 O-125…

A: A cantilever beam:-

Q: An 8 mm diameter steel rod, 20 m. long supports a 10 kN weight. Unit weight of steel is 77 kN/cu.m.…

A: Diameter of rod (d) = 8mm Length of rod (L) = 20m = 20,000 mm Point load acting (P) = 10 KN Unit…

Q: 1-The barrage is an example of ----------structures. 2-If the exit gradient more than the critical…

Q: If the coefficient of variation of rainfall values at 4 rain gauge stations is 30% and permissible…

A: Coefficient of variation of rainfall Cv=30%Rain gauge stations n=4Permissible error in the…

Q: need quickest solution , Don't hold for long time it would be useless,And must include free body…

A: Determine the moment about point-A and point-B.

Q: Consider the cross-sectional area shown in (Figure 1). Suppose that h = 90 mm gure 25 mm-- 50 mm 150…

Q: Problem 1: Determine the cracking moment for the following beam sections shown if f 'c = 28 MPa.

A: To find the cracking moment of the given section where the concrete strength is 28 MPa

Q: If you change the font of a text style, what happens to existing text that uses that text style?…

A: Reference: Auto CAD, Civil Engineering.Given:A statement on font of a text style with four multiple…

Q: A reservoir has a catchment area is about 150 hectares. The rainfall is 2.5times of run-off and the…

A: Catchment area A = 150 hectaresThe rainfall is 2.5times of run-offPrecipitation P=10 cm…

Question

I need a clear and fast answer within 20 minutes. Thank you

, For isolated T- beam showing in Fig. below, having section dimentions of
hf 150mm, bw = 300mm, b = 1200mm, d = 750mm, p = Pmax, and fc' = 20 Mpa,
fy = 400 Mpa.
Required allowable live load.
WLL? kN/m, WD.L.-6.5kN/m
4.9 m

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: Given invariable parameters

VIEW

Step 2: Calculation of area of steel

VIEW

Step 3: Calculation of area of concrete

VIEW

Step 4: Calculation of Moment

VIEW

Step 5: Calculation of Live load

VIEW

Solution

VIEW

Step by step

Solved in 6 steps with 25 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

Given: H 8kips K, ZK. 1- 20° R₁ RIGID Find: R K₂ 777 R₂ 20¹ K₁ = K₁₂ = K₂ = 1 KIP/in , R₂, Rs K3 R3
View Policies Current Attempt in Progress The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E-200 GPa; 1-370 x 10 mm4]. For the loading shown, determine the beam deflection vc at point C. Assume P-62 kN, w - 28 kN/m, LAB - LBC -2.9 m. LCD - 1.9 m. P W TV D C LBC Answer: VCF LAB B mm. LCD
DB T C BOXLIGHT COLLE Swounded to O e | E23-24/5d2qz.pd WF10 kN/m (excluding self-eight) WI-20 kN/m 2m 1 aff O Search Q-B/Find the maximum value of) for the beam shown below, use f=35 MPa and fy=400 MPa P₁ = 4 KN Pu=? KN 1 625 mm 6 988 80 300 mm 4025 L -(t 10 mm (stirrup
W 72 EI УБ A For the cantilever beam and loading shown, determine Part 1 (a) the equation of the elastic curve for portion AB of the beam, Part 2 out of 3 (b) the deflection at B, 10 wa 3x² W -2a- B - 16 ax down C
2. From the irregular beam shown, fc' = 28 MPa, fy = 414 MPa, As = 2000 mm² loomm 200 mm UD mm loomm CO0D mm 55omm 5o mm 4Uomm a) depth of compression block, "a" b) fs c) Þ d) Mu
Fnd to deflections ond slopes ot points B (amiddle of the beau) ond clip of the beam) Compothtity boandory conditions ) at x=0, y, = O 2)ot x=O, O, = O →ー2ー → 3otx=Y4, y, Ya 4) at x= "4, O,= O 5) ot x= い) 6) at x= 34/43 O2 -0, X =O Cut Cut 2 Cut 3 X =L L/4 L/2 L4 MA
Problems / Eqi FUNDAMENTAL PROBLEMS All problem solatioIS must include an FBD. FS-1. Determine the horizontal and vertical companents of reaction at the supports. Neglect the thickness of the beam. FS sup SCI tb t tb-ft 5t 511 F5-1 Determine the harizontal and irnts
Refer to beam shown 20 kN.m 2 kN/m A B C D. 2m 4m 2m A -- -
For beam with T section shown below calculate moment resistance and shear resistance and the maximum factored load &max=? mm 800 ↓ ↓ I lom so ↓ 500' Ţ mm Am 4-30m fc = 25 MPa fé fy=400MPa 300mm 4-20M Isomm mm 200m mm 4-10M @ 300
A cast-iron beam carries the loads shown. If f < 20 MN/m2 and f. < 80 MN/m2 a. Compute the permissible limits of the overhang b. Solve it using C250x45 80 mm N.A. 200 mm IN.A.-40 x 106 mmª 4 kN 4 kN 16 kN -6m-
A steel beam having a span of 14 m. carries a dead load concentrated load Pp = 60 kN at its midspan. The beam is laterally supported at its span. Properties of the wide flange section. rts - 104.39 mm ho - 338.08 mm Jo -1.69 x 10^6 Cw - 4.3 x 10^12 d=356.11 mm tf = 18.03 mm tw - 11.18 mm Sx - 2343 x 103 mm rx = 155.96 mm ry - 93.98 mm Sy = 818 x 10^3 mm Zx = 2573 x 10^3 mm Zy= 1239 x 10^3 mm Fy = 345 MPa Iy = 151 x 10 mm Lp=3.98 Lb=14m Lr=12.98 Cb=1.14 Determine the safe concentrated live load that the beam could support at the center based on its design strength
What is the maximum deflection of this beam? W (P-WL2)/2 El L3 (8P-3WL)/(24 El) (8P-3WL)/(12 EI) L3 (8P-3WL)/ (6 El)