Problem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fc' = 28Mpa,Ey 415Mpa, diameter of stirrups 10mm.%3D%3Da. Depth of N A.mmb. fs'Mpac. McapkN-md. WNm275mm2-16mm Dia..W KN/M5.50m6-16mm Dia60mmEdit View InsertFormatToolsTable12pt -ParagraphBIUADa9f

Given Characteristic Compressive strength of Concrete= 28 Mpa Design Strength of Reinforcement =…

roblem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fe' = 28M 415Mpa, diameter of stirrups = 10mm. a. Depth of N.A. b. fs c. Mcap d. W Mpa kN-m kN/m W KN/M 5.50m mm 275mm 2-16mm Dia 6-16mm Dia 60mm 425mm

roblem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fe' = 28M 415Mpa, diameter of stirrups = 10mm. a. Depth of N.A. b. fs c. Mcap d. W Mpa kN-m kN/m W KN/M 5.50m mm 275mm 2-16mm Dia 6-16mm Dia 60mm 425mm

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: (b) Water samples were taken at point A along Sungai Berlian. The results of the analysis are shown…

A: The given data is shown below:

Q: Given data of area with irregular boundary, complete the table and determine the area by trapezoidal…

Q: A trapezoidal masonry dam, having 4 m top width, 8 m bottom width and 12 m height, is retaining…

Q: Q/A construction project has the proportion of high-risk, then suppose that the optimistic,…

A: i have drawn the Network in a great detail i also tried to teach the concept in box format…

Q: A rectangular channel is 8 m wide, has bed slope of 0.0025, and Manning roughness of 0.020.…

A: The shape of open flow channel = Rectangular Width, B = 8 m Bed slope, S = 0.0025 Manning's…

Q: For the beam in Figure P-867, compute the value of P that will cause a zero deflection under P.

A: Given : This is a Structural Analysis problem where we have to calculate the value of P that will…

Q: Based on the attached enlarged floor plan, how many sq. m. of 16mm (5/8") plywood backing is…

A: Grab bars are graspable bars to help maintain balance and lessen fatigue while standing. They are…

Q: A compaction test was conducted in a soils laboratory using the Standard Proctor Method B test…

A: In a standard proctor test of a sample The weight of the compact soil specimen plus mold and the…

Q: fluid is flowing An incompressible homogenous steadily in a variable diameter pipe having the large…

Q: 6. The beam shown supports a 15 kN concentrated load at the free end and another 15 kN at point C,…

Q: & Compute and Draw as axial force, Shear force and bending moment of the following Portal frames? (2…

A: Two frames are given with one end hinged and the other roller supported. Degree of static…

Q: (Figure 1) Figure 1 of 1 G 3 ft Part A If yn = 1.5 ft, determine the largest weight of the crate so…

Q: 2. The truss is loaded as shown below: a. Draw the influence lines for the forces in the members…

Q: 46. Determine the available shear strength of a W24x62 A992 steel member by (a) LRFD and (b) ASD.

A: Solution:- Given data:- A section W 24 x 62 W 24 x 62 23.7 7.04 0.430 0.590 18.2 62 1550 34.5 131…

Q: 2. 7777 6000 N/m 4 4m t NOS 2m / 2m 4m 9000 N/m +

Q: what kind of elements are considered to develop equipment for the vibro comaction and vibro…

A: Vibratory Compaction Ground improvement procedures are geotechnical construction methodologies that…

Q: Explain the concept of correction?

A: Correction: The mistake or error that can be fixed or changed with a technique or with any method is…

Q: A frame EFG is shown in the figure. All members

Q: Question 1 A-6 hour storm occurred over a catchment of 1.8 km2 area and the total rainfall observed…

A: Given data- 6-hour storm, Area A=1.8 km2, Total rainfall = 24 cm, Initial infiltration capacity fo=2…

Q: (Figure 1) Figure 1 of 1 -2 ft d 30 Part A If yn 1.5 ft, determine the largest weight of the crate…

Q: Problem-5 b, What is the theoretical capacity (in vehicle/hour/lane) of a traffic lane with one way…

A: Given: SpeedV=50 kmph Average reaction timet=0.7 sec Average length of vehicleL=5 m To find:…

Q: 6. El agua fluye hacia el tanque a través de dos tuberías. En A el flujo es de 7500 litros/min y en…

A: Given: Flow rate at AQA=7500 Litre/min. Flow rate at BQB=5500 Litre/min. To find: Rate at which…

Q: Two straight lines intersect at an angle of 120°. The radius of a curve joining the two straight…

A: Given : Angle of intersection = 120o Radius of curve = 600 m To Find : Length of long chord and mid…

Q: Ex(H.W): Compute the reduce level of the points for the following readings, then draw the profile…

A: Point distance BS IS FS HI Elevation 1 0+00 1.52 26.52 25.00 2 0+50 1.99 24.61 3…

Q: A bar of varying square cross-section is loaded symmetrically as shown in the figure. Loads shown…

Q: 12.7 The lateral force that is generated during building shaking can be calculated with the…

A: Lateral Force: The force caused due to the condition of the earthquake which results in displacement…

Q: 17" IROH 6" SIBAR 8" 2" 003 al a 1" (Typ.) don 10 5682 2074 Philos 12" mixa si stalupio of beau…

Q: Please give proctor test results and graph.

A: Proctor test results- A geotechnical laboratory test process known as the Proctor compaction test is…

Q: (γ=17kN/m³, kv=1 x 10-2m/day) over 2m

Q: A waste treated using an activated sludge process has an aeration basin with a volume of 10^6 Land a…

A: Answer We are given Volume of Aeration basin = 106 L = 10 Million liter Solid retention time = 4…

Q: 50KN A 20 KN K-5m----5m-- QUESTION: FIND DEFLECTION AT MIDSPAN. B

A: The given beam is a simply supported beam and is statically determinate beam. The deflection at the…

Q: A load of P = 95 kN is supported by a structure consisting of rigid bar ABC, two identical solid…

Q: A 100-acre watershed that is 80% Industrial and 20% newly graded areas (no vegetation). The…

Q: with equations used. :))

A: SOLUTION-GIVEN DATA: W10×45A=13.3in2IY=53.4in4

Q: A frame EFG is shown in the figure. All members are prismatic and have equal flexural rigidity. The…

Q: Consider a homogenous plate made up of a semi-ellipse and a rectangle whose base is of length 2b,…

A: Given: A plane area made up of semi-ellipse and a rectangle. Length of rectangleL=2b To find:…

Q: A nozzle is so shaped that the average flow velocity changes linearly from 1.5 m/s at the beginning…

A: Given- flow velocity change from 1.5 m/s to 15 m/s, distance=0.375 m

Q: Problem 9.7 - Determine the moments of inertia of the crosshatched intainin mmmm area about the x-…

Q: UPVOTE WILL BE GIVEN. PLEASE ANSWER IN PARAGRAPH FORM. What responsibility does an engineer have…

A: Concept- An engineer plays a crucial role in the drawings and the components that actually goes into…

Q: Material Aluminium Mass at each end (g) 0 100 200 300 400 500 Material Brass Mass at each end (g) 0…

A: M/I

Q: When a soil pH is above neutral, what element most likely is to be used to reduce soil pH?

A: Mostly compounds containing the element sulfur are used to intentionally reduce soil pH. Elemental…

Q: i) Which of the following statements about a straight horizontal pipe of 6 inch diameter pressurized…

A: This question is related to the Fluid Mechanics from Civil Engineering. This is mcq type question.

Q: Fluid Flow in Pipes A 4km long pipeline, 88 cm in diameter connects two fresh water open reservoirs…

Q: A pre-stressed concrete beam 100 mm wide and 300 mm deep is pre-stressed by straight wires carrying…

A: Given data- A pre-stressed concrete beam- width b=100 mm, depth d=300 mm, Initial force P=150 kN,…

Q: Question 2 A topographic map has a contour interval of 0.5 m and a scale of 1:1200. If two adjacent…

A: Given, Contour interval = 0.5 m Scale = 1:1200 Two adjacent contour are 25 mm apart from map.

Q: 3. Compute the flow rate in a gutter section with a design spread of 3 m and cross-slope of…

Q: For the truss shown in the figure, the force in the member QR is po 4 L

Q: Question- The normal depth in a wide rectangular channel is increased by 10%. The percentage…

Q: 3.00 3.00 300 kNm 6.00 P=229kN 90 kN/m 7.00 -12.0 m 4.00 6.00 For the beam loaded as shown,…

Q: Compute and Draw as axial force, Shear moment of the following force and bending Portal frames?

A: Shear force is defined as the force that act in the parallel direction to the cross section of…

Question

Problem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fc' = 28Mpa,
Ey 415Mpa, diameter of stirrups 10mm.
%3D
%3D
a. Depth of N A.
mm
b. fs'
Mpa
c. Mcap
kN-m
d. W
Nm
275mm
2-16mm Dia
..
W KN/M
5.50m
6-16mm Dia
60mm
Edit View Insert
Format
Tools
Table
12pt -
Paragraph
BIUA
Da
9f

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 by step

Solved in 5 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

Given: D . OD FD Tba= 56 N OD= 32° OA= 39° Lcd= 3.5m Lbc= 2.5m Find: Force at C for equilibrium FC Newtons LCD +y Exam UA mg € prod not pos sortion +X B
Untitled Paint File View 69 X Clipboard ▷ 1224, 491px Q Search d 23 Image N V 607 x 634px 18° D 10 A 4 Tools Ⓒ d₂ d₁ PROB. 2.5-8 El 168 CHAPTER 2 Axially Loaded Members 2.5-8 A brass sleeve S is fitted over a steel bolt B (see figure), and the nut is tightened until it is just snug. The bolt has a diameter d = 25 mm, and the sleeve has inside and outside diameters d₁ = 26 mm and d₂ = 36 mm, respec- tively. dв Brushes Calculate the temperature rise AT that is required to produce a compressive stress of 25 MPa in the sleeve. (Use material properties as follows: for the sleeve, as = 21 X 10 °C and Es= 100 GPa; for the bolt, ag = 10 X 106/C and EB 200 GPa.) (Suggestion: Use the results of Example 2-8.) 1920 x 1080px N40 Sleeve (S) Shapes Bolt (B) 4+ M Size O OO 00 000 Colors 100% AVENG I 0 0% X + 11:33 CH 30/11/2022
Q1/ Find moment of inertia 100mm 300mm2 200mum 02/ find Max stress ? 180 AN 40mm 40mm 100mm 40mm 100mm Im Im RP2 End section Mid-span section
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 Type EDSM Nomenciature AISC Manual Label C15X50 14.7 3.72 3.52 3.40 15.0 8716 0.799 404 11.0 17 C1SK40 C15X40 118 10.0 150 0520 0.400 0510 0650 0.650 0.501 0.501 0.501 0.778 348 315 C15K339 15.0 120 0.788 .07 C1200 C12X25 C12207 C1200 8.01 7.34 3.17 0.674 162 5.12 C1228 C12207 12.0 3.05 234 0.674 144 445 12.0 0.282 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5
Q3// Find spacing required for stirrups 08mm at zone A and zone B for the beam shown with the factored loads, use, fé = 25MPA, fy = 300MPA. %3D %3D Pu = 42kN Pu = 14kN 65mm Wu = 40kN/m 435mm 1.2 m 1 m 250mm- Vu = 144kN 96KN 54KN Zone A 14kN Zone B
H Y G F 30 kips 20 30 kips- C D 40 kips 40 kips 40 kips 50 kips 70 kips 4 @ 15'= 60'- (a) Section Method
Prob 2 (A in mm) 6.300
H.W: draw the I.L for RA, RC, RF, RD, MD, VCL, VG and MG. A 2 m B -2 m C G 0.4 m 1.6 m D 2 m- E 2 m LL
500 mm 62.5 mm 375 mm 62.5 mm P. Determine the total required number of 20mm bars to be used in two end faces only for the 300mm x 500mm rectangular column shown to support the following loads: Pu = 800 kN Mu = 120 kN-m Use f'c = 20.7 MPa and fy = 413.7 MPa Use 1 ksi = 6.893 MPa %3D 300 mm O O O O
eRTU. Log in to ENGSURVEY A HAR A CE06 R CE9 CADO My Manila WaterA Vew Rils %3D 1/4 75 k 40 k Hinge 250 k-ft Determine the deflection at point D. You can use any method you prefer. B. C D 12 ft 12 ft 12 ft -12 ftH
Remaining Time: 1 hour, 28 minutes, 41 seconds. * Question Completion Status: Press F11 to exit full screen PROBLEM 1: The bracket carries two forces P₁ and P2(not shown) at point C. Note that is with respect to the line parallel to y-axis and a is with respect to the line parallel to z-axis. Given: Y1 125 mm Y2 = 345 mm x = 276 mm P1 = 222 kN P2 = 551 - 30j + 96k kN 8 = 58° Required: 1. Calculate the magnitude of resultant of P₁ and P2 R= 8 CO i+ KN use 3 decimal places 2. Calculate the moment about point B: INCLUDE (-) NEGATIVE SIGN IF NECESSARY, FOR THIS ITEM ONLY. MB = j+ Calculate the magnitude of moment about point A: MA = P1 k kN-m use 2 decimal places kN-m use 3 decimal places
CH2- Resultant pat - aohe Acrobat Pre Extended File Edit View Document Comments Forms Tookk Advanced Window Heip M=148 Nmttw Example Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N 250 mm --x 250 mm 250 mm 240 N 125 mm