A hall of 10 mx 15 m consists of a number of beams with 3 m center to center parallel to the shorter span of the hall. Width of web is 250 mm thickness of slab is 100 mm, the beams are cast monolithic with columns at their ends. The effective width of flange of an end beam is

A hall of 10 mx 15 m consists of a number of beams with 3 m center to center parallel to the shorter span of the hall. Width of web is 250 mm thickness of slab is 100 mm, the beams are cast monolithic with columns at their ends. The effective width of flange of an end beam is

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: In a 1:50 model of a spillway, the discharge was measured to be 0.3 m³/s. The corresponding…

A: In a 1:50 model of spillway, The discharge was measured to be 0.3 m3/s.

Q: Instead of just putting a bunch of lines together, the artist could use solid modelling to shape and…

A: Civil engineers employ the potent tool of solid modelling to produce three-dimensional (3D) models…

Q: A canal irrigates a portion of a culturable command area to grow sugarcane and wheat. The average…

Q: Compute for the maximum allowable distributed load oo that can be applied to the simply supported…

Q: Determine the force in members FG, EG, FD and FE of the truss and state if the members are in…

Q: What more steps, in addition to these measures, may be taken to ensure the legitimacy of the data…

A: To ensure the legitimacy of the data gathered in the field, few additional steps can be taken. Here…

Q: A rectangular beam 150 mm wide and 200 mm deep, is simply supported on a span of 6 m. Two loads of 5…

Q: The box wrench is subjected to the 50 lb force. (Figure 1) Figure 2 in. 12 in. 0.5 in. Section a-a 1…

A: To a box wrench, a load of 50lb is applied. To determine sections a-a The maximum principal stress…

Q: You have been asked to quantify the reinforced concrete & formwork required to build the foundations…

A: 21-story skyscraper 15 footings of Length = 2' = 0.167ft. Width = 2' = 0.167ft. Deep = 12'' = 1…

Q: A 1 foot plate with a 0.25-inch thickness has a width of 2.4 inch and a hole at the middle with a…

A: W = 2.4 IN. t = 0.25 in. d = 2 in. Sut = 132 kpsi Sy = 84 kpsi

Q: 2/ Put a Circle around the correct Answer: 1/ Dimensions of discharge coefficient Cd are: (a)…

Q: Q9] For a trapezoidal section B = 3.0 m, m = 1.5 and n = 0.02, find:- (a) bed slope required to have…

Q: Q7] A trapezoidal channel has a bed width of 3.0 m and a side slope of 1:1. When the discharge was…

Q: F8-5. Determine the maximum force P that can be applied without causing movement of the 250-lb crate…

Q: Establish the shear and moment equations for the beams shown and find the distance of the maximum…

A: To evaluate the shear and moment equations and to find the maximum moment in the beam

Q: Replace the three forces shown by an equivalent force-couple system at point A. If the forces are…

Q: 11. Derive the following equation of maximum deflection using double integration method. w = N/m B…

Q: e data given below pertain to the design of a flexible pav cial trafic 1213 cvpd ffic growth rate =…

Q: A vertical cylindrical steel storage tank has 30 m diameter and the same is filled up to a depth of…

Q: Determine the moment of inertia of the area represented in figure P-A17, with respect to the…

A: This question is related to the Strength of the material from Civil Engineering. There is…

Q: For Smart irrigation System List three(3) nonfunctional requirements for your project

A: The smart irrigation project is a technology approach that seeks to optimise and raise the…

Q: Problem 1: Current meter readings and the axes of measurements are given in Figure 1 for a certain…

A: a = 0.05 b = 0.80 V = a+bN

Q: For the beam W360X44 and loading shown, calculate the deflection at point C. E=200GPa G P =150KN…

A: W360×44 section E = 200 GPa Determine the deflection at point-C.

Q: 5/49 Determine the x- and y-coordinates of the centroid of the shaded area. -50 y I -150- 100…

A: The below figure is given,

Q: Determine the reactions at the beam supports for the given loading. 480 lb/ft A B -3 ft 6 ft- C 2 ft…

Q: The magnetic bearing of a line AB is S 45° E and the declination is 5° West. The true bearing of the…

A: Magnetic bearing of line AB- MB = S 45o E, Declination d = 5o W, To Find- The value of the true…

Q: Q- In a leveling work, sum of the Back Sight (B.S.) and Fore Sight (F.S.) have been found to be…

A: A leveling work- Sum of back sights- ∑BS=3.085 m, Sum of fore sights- ∑FS=5.645 m. The reduced level…

Q: A cylindrical buoy 100mm in diameter and 120mm high is placed vertically inside the tank. The tank…

A: Weight of buoy=5 N Diameter of Buoy= 100 mm Height of buoy=120 mm Tank diameter =150mm water…

Q: Draw the Shear Force and Bending Moment diagrams for the beam B 1 2 m 2 m y B 6 m tem A -2 m- 2 m…

Q: Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of…

A: Problem 2 ###Calculation for Canal of trapezoidal channel section ### Calculation of Average…

Q: Solve for the vertical deviation of B with respect to the tangent at C, tB/C. Determine the slope at…

A: Using Moment area method ##### ##the vertical deviation of B with respect to the tangent at C, tB/C.…

Q: The reinforced concrete column isreinforced with 6 – 28 mm Ø bars as shown. Steel yield strength fy…

A: In order to calculate the nominal balanced load, nominal balanced eccentricity, and nominal balanced…

Q: The plate load test conducted with a 75 cm diameter plate on soil subgrade yielded a deflection of…

A: Diameter of the plate d=75 cm, Deflection δ=2.5 mm=0.25 cm, Stress P=800 N/cm2 It is needed to find…

Q: If a pumping well extracts water at a rate of 0.1 cumecs from a confined, homogeneous aquifer of…

A: water rate = 0.1 cumecs thickness if aquifer = 33.1 m porosity = 0.04 to find - magnitude of…

Q: Vehicles begin to arrive at a border gate at 06h50 with a deterministic arrival rate of A (t) = 5.2…

A: Arrival rate, λt = 5.2 - 0.01t Departure rate , μt = 3.3 +2.4t Find:

Q: Q1) A triangular gutter, whose sides include an angle of 60°, conveys water at a uniform depth of…

Q: Q6/a: A soil of two layers has a hydraulic conductivity of 8(cm/day) for the first layer, and…

Q: Determine the flow rate, velocity and Froude Number in a trapezoidal channel, where water depth is 2…

A: y = 2 m S = 0.0005 Side slope = 1 : m so for 1 : 3 slope m = 3

Q: 13) A cylindrical pile of diameter 0.3 m is driven to a depth of 15 m in to an NC clay as shown in…

A: Given; Diameter of pile (d) =0.3 m Depth of the pile (l) = 15 m Factor of safety (Fs) = 3

Q: Determine the horizontal displacement of joint C of the truss. The cross-sectional area of each…

A: E = 200 GPa = 200 × 103 N/mm2 A = 200 mm2 Determine the horizontal displacement of the joint-C.…

Q: Following results are obtained from particle size analysis: Uniformity coefficient = 8 Coefficient…

A: Uniformity Coefficient = 8 Coefficient of curvature = 2.8 Percentage of soil passing through 4.75…

Q: 1- Find Coefficient of consolidation in cm²/s using root time and TV90% = 0.848. 2- Find…

A: Q1/ specimen of the fine-grained soil, 75 mm in diameter and 20 mm thick was tested in an oedometer…

Q: f R.L. of station P is 262.575m Horizontal distance from P eld al at ALL Angle Elevat Staff Reading…

Q: Locate the centroid (x, y) of the Composite shaded area for the coordinate axes X & Y imposed in the…

Q: 3- A three-hinged arch is subjected to two concentrated loads, as shown in Figure below. Determine…

Q: Find the deflection of the cantilever supported beam of 7 m span, 100 kN at free end. The beam width…

Q: A rectangular channel of 2.5 m width is carrying a discharge of 4 m³/s. Considering that…

A: Width of the channel, b = 2.5 Discharge, Q = 4 m3/sec g = 9.81 m/sec2 It is needed to find the…

Q: 1.A) Draw the free body diagram for the right-hand side part. 1.B) H B 4 m+ 80 kN.m 4 m 5 m G 5 kN…

Q: Q7/Three pipes are connected in series 1,2 and 3 are 300 m of 300 mm diameter, 150 m of 200 mm…

Q: It is known that q = 2kN/m, 1 = 6m in the shown structure. Determine the force in the tension link…

Concept explainers

Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

A hall of 10 m * 15 m consists of a
number of beams with 3 m center to
center parallel to the shorter span of
the hall. Width of web is 250 mm
thickness of slab is 100 mm, the
beams are cast monolithic with
columns at their ends. The effective
width of flange of an end beam is

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 information

VIEW

Step 2: To find the effective width of flange

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 2 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

How.Draw S.F. & B.M. Diagrams For the F0 1owing Beam. 4 KN 2 KN 10 KN 3m Im
Light-grade channel is used as a purlin of a truss whose top chord is sloped at 15degrees from the horizontal. Properties of channel section: Sx = 6.19 x 10^4 mm^3 Sy = 1.38 x 10^4 mm^3 Simple Span = 6 m with one sagrod at L/2 Loads Roof Loads (applied at centroid of purlins) Dead Load = 0.95 kPa (including weight of purlin) Live Load = 1.2 kPa Allowable Stress: Fbx = Fby =110 MPa a. Determine the maximum spacing of purlins (m) due to dead load plus live load only. (Hint: Analyze in terms of s and DCR<= 1.0 )
Light-grade channel is used as a purlin of a truss whose top chord is sloped at 15degrees from the horizontal. Properties of channel section: Sx = 6.19 x 10^4 mm^3 Sy = 1.38 x 10^4 mm^3 Simple Span = 6 m with one sagrod at L/2 Loads Roof Loads (applied at centroid of purlins) Dead Load = 0.95 kPa (including weight of purlin) Live Load = 1.2 kPa Allowable Stress: Fbx = Fby =110 MPa a. Determine the maximum spacing of purlins (m) due to dead load plus live load only. (Hint: Analyze in terms of s and DCR<= 1.0 ) please i need answer thank you
O. Determine the maximum dasplac em ant ot madspan of the folowing beam.
Situation 1 Light-grade channel is used as a purlin of a truss whose top chord is sloped at 15degrees from the horizontal. Properties of channel section: Sx = 6.19 x 10^4 mm^3 Sy = 1.38 x 10^4 mm^3 Simple Span = 6 m with one sagrod at L/2 Loads Roof Loads (applied at centroid of purlins) Dead Load = 0.95 kPa (including weight of purlin) Live Load = 1.2 kPa Allowable Stress: Fbx = Fby =110 MPa a. Determine the maximum spacing of purlins (m) due to dead load plus live load only. (Hint: Analyze in terms of s and DCR<= 1.0)
%^9 ll. * . العسکری .. 4m Im 1 Add File 1. Is this truss (simple, compound or complex )truss? 2. Determine the bar force in member AF of the truss shown in the figure below: * 20kN 2m 2m 2m G 2m 2m 1 Add File A copy of your responses will be emailed to eng.road.2st-49@qu.edu.iq. Page 2 of 2 Back Submit jall تعدیل II
a What method which tise is the difference the structural better method structure? In IS between portal low an d of the analysis analysis in rise structure? cantilever lateral forces? of high-
B. Beams Design WD = 26 kN/m WL = 20 kN/m 5 m-
3. It is desired to remove the spike from the timber by applying force along its horizontal axis. An obstruction A prevents direct access, so that two forces, one 1.6 kN and the other P, are applied by cables as shown. Compute the magnitude of P necessary to ensure a resultant T directed along the spike. Also find T. 200 mm 100 mm A 150 mm 1.6 kN
Date: Practice Problem 1 Given the following girder properties: bne lalxA ben Properties A = 11500 mm2 y = 266x106mm* ly = 45x106mm* d. = 350 mm %3D bf = 250 mm F, = 248 MPa Fb = 148 MPa F, = 99 MPa tf = 16 mm tw =10 mm a) Find the Web Shear Capacity b) How much is the horizontal shear capacity (kN) at the neutral axis? c) If the girder was used as an 8-meter-long simple span carries equal concentration dead load, P at every quarter points and a uniform load of 12.2 kN/m, determine the load P based on shear capacity. d) Find the maximum shear stress if it is used as a 8 m beam simply supported at the left end and 2 m from the right end which carries a total uniform load of 45 kN/m.
Gerber beam
2. A 20m Fink Truss are spaced at ‘S’ meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is ‘RLL’ N/m2 of roof surface and roof covering is assumed to be ‘RDL’ N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, A=3787.09mm2, Ix=32.84x106mm4, Iy=1.17x106mm4, Zx=317.91x103mm3, Sx=258.92x103mm3, Zy=44.25x103mm3, Sy=21.47x103mm3 S (m) RLL (N/m^2) RDL (N/m^2) 6.00 900 900 e. Considering sag rods and tie rods at third points, what is the maximum moment about minor axis in N-m? (2 decimal places)