Answered: Sample Problem 5 | A cast-iron beam…

Sample Problem 5 | A cast-iron beam carries the loads shown. If f;<20 MN/m? and fes80 MN/m? , compute the permissible limits of the overhang. 80 mm N.A. 200 mm INA.=40 x 106 mmª 4 kN 4 kN N1 91 -6m-

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: The figure shown below illustrates a continuous 1-way slab with four equal spans. The centre-…

A: Note : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: The maximum lateral pressure behind a vertical soil mass is 100 kPa. In order to reinforce the soil…

A: Given data- Lateral pressure-LP=100 kPaAllowable tensile forceTF=15 kN/mFactor of safety FOS=1

Q: A slab have effective span in two direction as ly = 8.5 m and lx = 6.2 m. The factored superimposed…

A: A slab has effective span in two directions as,The factored superimposed load,

Q: 1. The plan and elevation of a four-storey steel school building is shown in the figure.The building…

A: Note: IS 1893:2016 has been used for the seismic analysis of given frame Seismic Zone - IVZ =…

Q: Un-factored maximum bending moment at a section of a reinforced concrete beam resulting form a frame…

A: Given data in question Bending moments IS 456 2000 To find out Design moment

Q: Example 15.5 A square slab is simply supported on three sides and is free on the fourth side. If the…

Q: QUESTION 4 A reinforced cantilever retaining wall supports a granular soil as shown in the following…

A: Given Data:c'=0ϕ'=31°γ=17.5kN/m3Wt of conc. = 23.5kN/m3

Q: A prestressed concrete beam having a cross-sectional area (A) of >X IUmm is simply supported over a…

A: In this problem we have asked short term deflection and long term deflection of load we have…

Q: Design a rectangular beam for a 6 m simple span to support a uniform dead load of 15 kN/m and…

Q: A rectangular "Apitong" beam 50mm x 300mm is used as a simply supported beam 3.6m long. Determine…

Q: Find the minimum thickness for a one-way solid slab supported on beams if the short span of the slab…

A: Given Short span of one way slab lx=2500 mm width of beam =400mm according to IS 456:2000 lx/d ratio…

Q: A 30m x 30m piece of land was purchased for the construction of a three-story building. The total…

A: Step 1: Case 1: Far below the case, Rw1=1, Rw2=1 qu = qNq Rw1+0.5γBNγRw2 qu = 20.1 X Df x 70.61 +…

Q: Gravity Dam & Spillways The maximum height of a low gravity dam of elementary profile made of…

Q: Load Analysis: A floor beam is used to support the 3-m width of a reinforced concrete slab having a…

A: A reinforced concrete member can sustain these stresses for long periods by combining steel tensile…

Q: Calculate the nominal shear strength of a group of 2-legged stirrups 10 mm in diameter spaced at 120…

Q: A cantilever rectangular "yacal” beam, 75mm wide by 150mm deep, carries a uniformly distributed load…

A: Given a cantilever beam with known cross section, loading and allowable bending stress. To find :…

Q: Example (1) for the gravity dam in fig., the geotechnical report refers to the bearing capacity of…

A: Given:- bearing capacity of soil =150kN/m2 earthquake coefficient=0.1g free board=4m To find:-…

Q: A rectangular concrete beam 254 mm wide and 393 mm deep is simply supported over a span of 9.60 m.…

A: To find mid span deflection

Q: A rectangular floor of a library is made of 150- mm-thick plain concrete. If the floor is a slab…

A: Given: Thickness of slab = 150 mm (Plain concrete) Length of floor = 7m Width of floor = 5 m

Q: 2. Figure 2 shows a plan and elevation view of the proposed warehouse building. For the proposed…

A: h = 10mm t = 14cm = 0.14m b (width of roof) = 75m tr = t = 0.14m

Q: A structural framing plan for the upper floors in a building is shown in the figure below. A…

A: Data given: Uniformly ultimate (factored) distributed load of slab = 14 kN/m2 Asked: Compute the…

Q: A simply supported beam has a length of 3 m and carries a distributed load with a mean of5 kN/m and…

A: Given data: Length of the beam = 3m COV (Coefficient of Variation) = 0.2 Distributed load (w) = 5…

Q: 21. The floor system of a residential building (LL=1.9 KPa) consist of 125 mm thick reinforced 125mm…

A: Given:- Thickness of slab=125 mm=0.125 mUnit weight of concrete, γc=23.6 kN/m3Span of beam=8…

Q: 9.1 Design a reinforced cement concrete footing for a 1m wide concrete wall carrying a load of 80…

A: Given: Superstructure load = 80 t/m The allowable soil pressure = 20 t/m2 Note: 1 t/m = 9.81 kN/m

Q: For the distributed loads shown below, calculate the magnitude of the equivalent point load acting…

A: From the given loading system, it is required to determine the resultant point load and distance x…

Q: For the distributed loads shown below, calculate the magnitude of the equivalent point load acting…

A: Given :

Q: Please solve using paper:Problem 8. If w0 = 15 kN/m and L = 12 m, determine the resultant of the…

A: Rx=Area of the triangleRy=Area of the triangle = Moment due to Ry=Ry×Distance from O=45×12=540…

Q: A prestressed concrete beam is simply supported over a span of 9 m. the beam is reinforced with…

A: Prestressed concrete: Prestressed concrete is defined as the concrete that has been prestressed so…

Q: 15.11 Repeat Problem 15.10 with the following: gross allowable load = 92.5 kip; D₁ = 2 ft; y = 115…

A: Qu = 92.5 kip or 92500 lb Df = 2 ft γ = 115 pcf c' = 0 ϕ' = 35o FS = 3

Q: Solve for the factor of safety for sliding and overturning per linear meter.

A: GivenTop width = 4mBottom width = 10m height of dam = 20m

Q: A beam 150 mm x 300 mm is prestressed by a straight cable carrying prestressing force of 250 kN at…

Q: Q1: A rectangular slab with clear span (16.6*10.4)m is covered with one-way ribbed slab as shown in…

Q: (PRINCIPLES OF REINFORCED/PRESTRESSED CONCRETE) PROBLEM NO. 1 A two-span continuous one-way slab…

A: Given: Span = 4.2 m LL = 2.5 kPa fc = 21 MPa fy = 275 MPa unit weight of concrete = 23.5 kN/m3

Q: Using a basic triangular section of a concrete gravity dam, determine the base length for stability…

A: In irrigation, drinking water, and power generation, dams are constructed across rivers to hold…

Q: Q2) A building wall consists of 12-in. clay brick and in. fiberboard on one side. If the wall is 10…

A: Given:Heighth=10 inAs per the standards of minimum design dead loads,Minimum design dead load for 12…

Q: A 381-mm wide 571.5-mm effective-depth beam carries a uniform ultimate load of 148.86 kN/m. The beam…

A: Width of beam (b) = 381 mmEffective depth of beam (d) = 571.5 mmUltimate UDL load = 148.86 kN/mSpan…

Q: A rectangular “Apitong” beam 50mm x 300mm is used as a simply supported beam 3.2m long. Determine…

A: Given a simply supported beam with uniformly distributed load of intensity say "w" kN/m The…

Q: Un-factored maximum bending moment at a section of a reinforced concrete beam resulting form a frame…

A: Given:Moment due to dead load=50 kN-mMoment due to live load=80 kN-mMoment due to wind load=120…

Q: Please solve using paper Problem 8. If w0 = 15 kN/m and L = 12 m, determine the resultant of the…

A: The resultant of the line loads can be calculated using the formula for the resultant of a uniformly…

Q: A concrete anchor (sp. gr.= 2.4) weighing 670 N is tied to the end of along timber which measures 20…

A: Given- spconc=2.4W1=670N

Q: 3 m 3 m 3,7m Given reinforced concrete Hospital Building (framed structure) is going to be…

A: Step 1:Step 2:Step 3:Step 4:

Q: A large sign is to be supported on two steel poles, each of the poles which will be supported by a…

A: GIVEN- D=500mmh=8mV=5.4 KNF=3.0

Q: . If the zone factor is 0.40, importance factor of 1.25, site coefficient of 1.0,

A: data we have height of building h = 30 m total dead load w = 45,000 KN zone factor z= 0.40…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

A cast-iron beam carries the loads shown. If ft≤20 MN/m^2 and fc≤80 MN/m^2 , compute the permissible limits of the overhang.

Sample Problem 5 | A cast-iron beam carries the loads shown. If f;<20
MN/m? and f<80 MN/m² , compute the permissible limits of the
overhang.
80 mm
N.A.
200 mm
INA.=40 x 106 mmª
4 kN
4 kN
16 KN
-6m-

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 with 5 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

Using the tributary area method, compute the floor dead loads supported by columns Al and B2 in Figure 1. The floor system consists of a 6in thick reinforced concrete slab weighing 75 Ib/ft^2. Allow 15 Ib/ft^2 for the weight of floor beams, utilities, and a ceiling suspended from the floor. In addition, allow 10 Ib/ft^2 for lightweight partitions. The precast exterior wall supported by the perimeter beams weighs 600 Ib/ft.
A building is 30 m. high and has a total dead load of 45,000 kN. If the zone factor is 0.40,importance factor of 1.25, site coefficient of 1.0, = 0.075 and factor of 10,a. Compute the natural period in sec.b. Compute the base shearc. Compute the lateral numerical coefficient C.
A wooden floor is required to carry a load of 12 kN/m² and is to be supported by wooden joists of 120 mm x 250 mm in section over a span of 4 m. If the bending stress in these wooden joists is not to exceed 8 MPa, what is the spacing of the joists? 1. 356 mm 2. 318 mm 3. 432 mm 4. 417 mm
What is the total area load to be considered for Area 1? a. 8.9 KPa b. 4.1 KPa c. 4.8 KPa d. 4.45 KPa What is the total area load to be considered for Area 2? a. 7.0 KPa b. 4.1 KPa c. 2.9 KPa d. 3.5 KPa What is the total area load to be considered for Area 3? a. 6.0 KPa b. 4.1 KPa c. 1.9 KPa d. 3.0 KPa What is the total area load to be considered for Area 4? a. 10.1 KPa b. 5.05 KPa c. 4.1 KPa d. 6.0 KPa Distributing the area loads from the slab to its supporting beams, what is the line load at beam, B2? a. 23.0 KN/m b. 8.65 KN/m c. 14.0 KN/m d. We can assume beam, B2 carries nothing What is the equivalent concentrated load for the line load at beam, B2? a. 184.0 KN b. 23.0 KN c. 69.2 KN d. 0 KN What are the reactions (R1 and R2) at the supports of beam, B2? a. R1 = 92.0 KN and R2 = 92.0 KN b. R1 = 184.0 KN and R2 = 184.0 KN c. R1 = 34.6 KN and R2 = 34.6 KN d. R1 = 56.0 KN and R2 = 56.0 KN Distributing the area loads from the slab to its supporting beams, what is the line…
1. Design a one-way slab having a simple span of 3.5 m. The slab is to carry a uniform live load of 7,150 Pa. f'c = 20.7 MPa and fy= 276 MPa for main and temperature bars. Use 23.5 kN/m³.
Please show complete solution.
b10
The second floor of a light manufacturing building is constructed from a 125 mm thick stone concrete slab with an added 100 mm cinder concrete as shown. If the suspended ceiling of the first floor consists of metal lath and gypsum plaster, determine the dead load for design in kN per square meter of the floor area. 125 mm concrete slab ceiling 100 mm cinder concrete ANS. 5.055 kN/m²
Need correctly
Determine the governing ASD axial load KN for a column in a multisory office building using the nominal axial loads below. Dead load = 347 kN Live load = 169 kN Roof live load = 57 kN Earthquake load = +- 142 kN F1= 1.0
Please make calculations according to coordinates.