Solve the Modulus of RuptureGiven:Span length of the beam(L) = 18 inchesWidth of the beam(b) = 6 inchesDepth of the beam(d) = 6 inchesMaximum load applied(P) = 9950 lb cttpCalculate modulus of rupture based on the location of fracture in the tension faceOutside MiddleOutside MiddleMiddle ThirdThird (s 5 %)Third (> 5 %)PLR =bd?3PaRbd²Discarda = average distance between lineof fracture and nearest supportR = modulus of ruptureP = maximum loadb:averagewidth (0.05")L = span lengthd = average depth (0.05")%3D4:36 / 5:00 • Remove beam >

Answered: Image /qna-images/answer/b9d4e3d1-4c63-4adf-8271-6b6c5cefa111.jpg

Answered: Solve the Modulus of Rupture Given:…

Solve the Modulus of Rupture Given: Span length of the beam(L) = 18 inches Width of the beam(b) = 6 inches Depth of the beam(d) = 6 inches Maximum load applied(P) = 9950 lb

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: Q_24. Refer to Table 12.6 and Figure 12.12 attached. What would be the fatigue damage according to…

A: Given: Maximum repetitions, N = 50,000 Single axle load = 26-kip Subgrade, k = 200 psi/in Flexural…

Q: Situation 10: Given the following date for the beam shown in figure: bw=260 mm h=600 mm d=540 mm Ln…

Q: 24. Refer to Table 12.6 and Figure 12.12 attached. What would be the fatigue damage according to the…

A: Repetitions- 50,000 single axle -26 kip subgrade(k) = 200 psi/in flexural strength or modulus of…

Q: b) When P is acting 600 mm from the center 2. In the column shown in figure fy 415 MPa fc 21 MPa and…

Q: Q1: The cantilever reinforced concrete beam has a rectangular cross-section shown in the figure…

A: Solution:- Section dimension, we know that Ld = 7 for cantilever beam. Ld =7 ⇒ d= 40007 =571.42 mmd…

Q: Take P₁= 5 kip and P₂ = 2.5 kip. (Figure 1) Figure 1 of 1 |||| Determine the absolute maximum shear…

Q: Figure P- 4.5 ft 1.5 ft 1.5 ft A 2.5 ft + 3.5 ft Part B Determine the maximum force P that can be…

Q: A column in the upper story of a building is subjected to a compressive load from the following…

A: D = 308 kNL = 170 kNLr = 187 kNW = 197 kN To determine:a) factored loadb) Required design strength…

Q: A beam is held by 2 steel rods, AB and CD. Three dead load forces are applied to the beam. The…

Q: What is the collapse load of beam as shown in figure? A B 10Mp L 12M₂ L 3M, 1/2 W C D M₂ 1/2 16Mp L…

Q: 4.5 ft 1515ft T 2.5 ft 3.5 ft Part B occurs Determine the maximum force P that can be applied…

A: Given: Crate load = 330 lb Coefficient of static friction, μs=0.45 Tipping also occurs To find: The…

Concept explainers

Pricing Concrete Work

The concrete work in a project usually holds a high-end cost in terms of cost and value of the work. It becomes an important step in calculating the cost associated with concrete while preparing the project scale. The cost of making concrete depends on the cost of building materials, mixed materials, labor, and machinery. A concrete contractor builds structures from concrete, usually managing all the steps of the process from assembling ingredients to building a holding structure and preparing the mixture. This person or team oversees the delivery and unloading of goods to ensure that they are done properly. Nowadays, most of the concrete in the United States comes from manufacturers working abroad, usually with branches and plants within the provinces. Contributions can range from pre-mixed concrete to basic ingredients, the consumer company then mixes it. Many American-based concrete companies, however, offer concrete products, such as ballads, bricks, countertop, concrete pipe, and building products, as well as concrete construction and installation materials. This article covers both types of suppliers for this set of building materials.

Question

Solve the Modulus of Rupture

Given:

Span length of the beam(L) = 18 inches

Width of the beam(b) = 6 inches

Depth of the beam(d) = 6 inches

Maximum load applied(P) = 9950 lb

cttp
Calculate modulus of rupture based on the location of fracture in the tension face
Outside Middle
Outside Middle
Middle Third
Third (s 5 %)
Third (> 5 %)
PL
R =
bd?
3Pa
R
bd²
Discard
a = average distance between line
of fracture and nearest support
R = modulus of rupture
P = maximum load
b:
average
width (0.05")
L = span length
d = average depth (0.05")
%3D
4:36 / 5:00 • Remove beam >

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 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

Determine the force in each member of the structure and establish whether the members are in tension or compression. Establish P1= 45 KN, P2= 30 KN Solve the problem considering the following: The force P1 will be the maximum point of a triangularly distributed load with a horizontal distribution of X meters. You must leave the solution in terms of X and show the particular solution when X is equal to 0m and 2m.
The cantiliver shown in the diagram has a length L1=9 m and subjected to a uniformly distributed load q2 = 2 kN/m which start at a distance b2= 0.2*L1 m from the support A and extend to a distance c2=0.5*L1 m beyond the starting point and a point load P1 = 19 kN located at a distance a = 0.2*L, m from support A. What is the value of the bending moment at a distance x = a1/2 from the support A. Give your answer to one decimal place. P1 а, b2 L1
5 7.62
snip
.
Problem 5.48 If rope BC will fail when the tension becomes 75 kN. (Figure 1) Figure 1 of 1 13 26 KN 12 4 m B Part A Determine the greatest vertical load F that can be applied to the beam at B. Neglect the thickness of the beam. Express your answer to three significant figures and include the appropriate units. Fmax = Submit FA = ■ Submit ī μÀ Value Part B What is the magnitude of the reaction at A for this loading? Express your answer to three significant figures and include the appropriate units. Units My Answers Give Up μA Value Units My Answers Give Up ? ? Provic
A unreinforced concrete beam is 6in wide and 12 in deep and has a point load P at the third points of the span. How large can the point load P be before the beam cracks if the f't = 400 psi? P 8ft 50 lbs 100 lbs 400 lbs 600 lbs * 8ft P 8ft
A homogenous rigid block subjected to the loading shown in figure is supported by three steel rod with equal diameter of 25 mm. Find the stress experienced by each rod. A B C 90 kN 2 m D 45 KN E 1m1m1m1m|
Dont round off in solution, only round off in final answer in 2 decimal places. Answer asap
8.3 Identify the correct statement(s): • Column effective length depends on its unbraced length and end connections • Given the same unbraced length, the effective length of a column having simple hinge connections is greater than that having fixed end connections. • Under the same compressive load, a slender column is prone to larger lateral deflection and higher stresses than a short column with the same cross-section.
2) The flooring system shown is composed of slab panels measuring 20 X 25 ft in plan, supported by shallow column-line beams, as shown in the figure. The slab is pre-cast and resting on the beams. The panels carry a service live load of 144 psf in addition to the self-weight of the floor. a) Calculate the factored load on beam CD as per the tributary area shown. Assume a slab thickness of 7 in and the density of the concrete used to be 150 pcf. Use the load combinations from the ASCE 7-10 load combinations for Strength Design (2.3.2). b) Sketch the bending moment diagram (BMD) for the beam using the factored load calculated in step (a). c) Calculate Mu for the trapezoidal load distribution. d) Design a reinforced concrete beam using a rectangular section to carry the Mu calculated in step (c). You can use design guides, but show clear steps. Use concrete with fc'=4000 psi and steel with fy = 60000 psi.
Subject reinforced concrete design solve p02