t046/The dimensions of the reinforced Tbeam i'n fig P-1095 are bi = 75omm,hi=l00mmmb:300mm,and h-45 omm.lfn=8andAss 3300 mméodetermine the maximumbending moment that may be applied withoutexceeding fe=12 MN/m? and fr190MN1 m?he45.00mm

Answered: Image /qna-images/answer/ad2d6fa9-b484-48ab-a0ca-232511e30d8c.jpg

الموضوع : 5. / to 46// The dimensions of the reinforced T beam in fig. P - 1095 are b1 = 750mm, h₁ = 100mm b=300mm, and h = 450mm. IfA=8 and A₁ = 3300 mm², determine the maximum bending moment that may be applied without exceeding fe= 12 MN/m² and fs = 190 MN/m² b h-145.00mm

الموضوع : 5. / to 46// The dimensions of the reinforced T beam in fig. P - 1095 are b1 = 750mm, h₁ = 100mm b=300mm, and h = 450mm. IfA=8 and A₁ = 3300 mm², determine the maximum bending moment that may be applied without exceeding fe= 12 MN/m² and fs = 190 MN/m² b h-145.00mm

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: 3. A solid 5/8-in. steel [E = 29,000 ksi] rod (1) supports beam AB, as shown in Figure. If the…

A: The given data is shown below: Diameter=58-in.E=29000 ksiStress=30 ksiMaximum deformation=0.25 in.

Q: P5 The pin-connected structure shown in the figure consists of a rigid beam ABCD and two supporting…

Q: A W8 x 67 A36 steel column having a height of 10.5m meter carry an axial load P as shown in the…

A: Given values: Consider the steel columns made of section W 8 * 67 A36 steel with the given…

Q: Determine the force in member IJ of the truss shown. Indicate (-) sign for compression. Express your…

Q: Determine the external reactions at A and F for the roof truss loaded as shown. The vertical loads…

A: The FBD of the truss is shown below: Support A is hinge support, so it has 2 reactions and support…

Q: The W12×40 section in Fig. below is used as a simply supported beam. Two point loads applied at the…

Q: Solve the truss shown in figure 02 below for member forces using any method of your choice. 30 kN 25…

A: Using joint method

Q: 14. A steel column carries an axial load of 800 kN and a moment of 69 kN-m at the top and moment at…

A: f (bending stress ) = M/Sx {M in Nmm & Sx in mm3 } M = 69KNm = 69 x 106 (maximum moment) Sx =…

Q: depth of the neutral axis.

A: Given: Width of the beam, b = 200 mm Depth of the beam, D = 400 mm Clear cover, cc = 40 mm Diameter…

Q: 1008. A timber beam 150 mm wide by 250 mm deep is to be reinforced at the top and bottom by steel…

Q: Determine the maximum compressive bending stresses (MPa) in the beam shown

A: Moment in portion AB:

Q: A T-section having a cross section shown has a span of 3.6 m. The location of the neutral axis is…

Q: alculate the required amount of tensile reinforcement so that a tensile strain of 0.005 is attained…

A: given-a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm. Using f’c = 28…

Q: = AT beam supports the three concentrated loads shown in Fig. P-556. N.A. is 3.5 in., INA- 97.0 inf.…

A: Given: P=1600 lbsy=3.5 inINA=97 in4

Q: | = 900 mm2 A= 1200 mm2 P. P2 D B ++250 mm- -350 mm - 500 mm

Q: Problem 1: The rigid bar ABC is supported by AD and BE. Determine: a. Inclination of member ABC…

Q: ed (stress SS specified to ssing tend SSI

Q: an 8 m long steel is pinned at the top and fixed at the bottom. the column is provided with lateral…

A: L = 8m Ix = 178.1x106mm4 Iy = 18.8x106mm4 Area = A = 8129mm2 fy = 400MPa

Q: A simply supported beam is subjected to two point loads, each P = 340 lb, as shown in the figure..…

Q: wo A Questions: 1.4 L At x = 1L, V = At x = 1.7L, V = i i 1.4 L WOL, M = WOL, M = i Wo B i The…

Q: Determine the value of a, c, strain in steel and ultimate moment strength of beam? E, = 2*10°kg / cm…

A: Draw the figure.

Q: 9. Determine the cracking moment for the beam section shown. The bars are each 32mm in diameter. Use…

A: fc = 21 MPa

Q: A 7.3 m B C 2 6.4 kN 8.0 kN D 1.9 m - 4.0 m

A: The truss is analyzed with the help of equilibrium equations The sum of vertical forces is equal to…

Q: The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm.…

Q: The timber beam with a "T" cross section is loaded as shown in the figure. Determine the maximum…

A: Given: The allowable bending stress is 6.6 MPa. The allowable shear stress is 0.5 MPa. Consider the…

Q: Situation #1: A hollow trapezoidal steel structural section, filled with concrete, has outside and…

Q: W W b Figure 3 b tw Figure 4 ↑ tf h Question 4 Consider the equal-flange steel section in Figure 4,…

Q: A horizontal member is looded and supported as shown. IOKN verfical support 0.3 m B 0.4m spring…

Q: Two steel plates are welded together to form an inverted T-beam and are loaded as shown below.…

A: We know that Bending stress is given by σ = MI*y For Maximum bending stress we can write σmax =…

Q: For the section shown here made of wood (E1=16Gpa) and steel (E2=200Gpa) calculate the bending…

A: Given:- The section is made up of wood and steel The elastic modulus of wood = E1 = 16 GPa The…

Q: Q2 The simply supported beam supports an axial compressive load 20 kN as shown below. Determine the…

A: Bending stress Bending stress is the typical stress that an item experiences when it is exposed to a…

Q: Exercise No. 1: Draw the shear and bending moment diagrams for girder AB. Also determine the maximum…

A: The algebraic total of all the forces operating on either side of the section is known as the shear…

Q: FOR THE TRUSS SHOW BELOW, SOLVE FOR THE STRESSES (ORANGE) IF ALL MEMBERS 750 mm^

Q: AT beam supports the three concentrated loads shown in Fig. P-556. N.A. is 3.5 in., INA = 97.0 in.…

A: Given data: INA=97 in4

Q: Problem 4 The beam loaded as shown below, compute the bending stresses at every 1m from the fixed…

Q: Compute the total deformation (in mm) of the tapered square steel bar caused by the 30-kN axial…

Q: P5 The pin-connected structure shown in the figure consists of a rigid beam ABCD and two supporting…

A: Given :

Q: P5 The pin-connected structure shown in the figure consists of a rigid beam ABCD and two supporting…

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

t046/The dimensions of the reinforced T
beam i'n fig P-1095 are bi = 75omm,hi=l00mmm
b:300mm,and h-45 omm.lfn=8and
Ass 3300 mméodetermine the maximum
bending moment that may be applied without
exceeding fe=12 MN/m? and fr190MN1 m?
he45.00mm

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

A wood beam 200 mm wide by 240 mm deep is reinforced with 2-200 mm by 10mm thick steel plates at the top and bottom. The allowable bending stresses are 120 MPa for steel and 8 MPa for wood. Use Es/Ew = 20. Determine the maximum bending moment that can be carried safely by the beam. Convert wood to steel. a. Locate the NA from the bottom in mm ( Ÿ )b. Find the Moment of Inertia of the composite section in mm4 ( INA )c. Find the max moment capacity of the section in kN-m
P5 The pin-connected structure shown in the figure consists of a rigid beam ABCD and two supporting bars. Bar AE is an aluminium alloy [EAE 70 GPa] with a cross-sectional area of AAE = 2,400 mm². Bar CF is a bronze alloy [ECF = 100 GPa] with a cross-sectional area of ACF = 6,000 mm². A downward load P=298 kN is applied at point B. Determine the normal stress created in bras AE and CF. E 2.9 m 0.8 m B P 1.5 m 3.3 m 1.2 m D
Design the shear reinforcement for the beam shown in figure below assuming it resists an ultimate shear force at distance d from the face of the support of 450 kN. The characteristic material strengths are fok= 25 N/mm²and fm = 500 N/mm² 450 kN d= 500 mm -4H25 b= 300 mm
is strengthened by bolting two cover The wide-flange beam shown in Fig. plates 160 mm by 20 mm to the top and bottom flanges. If the maximum flexure stress is 140 MPa, compute the total force (a) in each cover plate and (b) in each flange. Neglect the weakening effect of the bolt holes. 160 mm 20 mm 20 mm 320 mm 20 mm €20 mm
For the section shown, if the distance from the N.A to the steel centroid is 350 mm, 1944.4 x 10^6 mm^4, Es = 200 GPa, Ec = 20 GPa and M = -50 kN.m, then the strain in steel is b P -185.3 MPa O -926 x 10^-6 O 926 x 10^-6 O 185.3 MPa O zero O
Need asap
A simply supported girder spans 10 m. It carries two beams each at 3.5 m from the supports. The concentrated load from each beam is 70 kN
A wooden beam is fabricated by nailing together three pieces of dimension lumber as shown. The cross-sectional dimensions of the beam are also shown. The centroid is 3.4 in. below the top surface of the beam, and the moment of inertia about the z axis is 230.9 in.4. The beam must support an internal shear force of V = 365 Ib. If each nail can provide 120 Ib of horizontal resistance, determine the maximum spacing sfor the nails. 2 in. 4 in. 2 in. 2 in. 8 in. O 4.86 in. 8.32 in. O 7.91 in. 9.36 in. O 5.59 in.
anwser part 4
the floor framing plan of a reinforced concrete building. All beams are 300 mm x 600 mm. The properties are as follows: slab thickness = 100 mm; super imposed dead load = 3 kPa; live load = 4.8 kPa; concrete unit weight = 24 kN/m3. The columns at E and H are deleted thus girder BEHK alone supports beam DEF at E and beam GHI at H. Calculate the uniformly distributed service dead load at beam DEF in kN/m Calculate the uniformly distributed service live load at beam DEF in kN/m.
The beam shown here is made of wood with an allowable shear stress of τall = 1100 psi. If PB = 5 kips, determine the maximum allowable force PC that can be applied on the structure before the beam fails in shear.[LAB= 2 ft, LBC= 2 ft, LCD= 1.5 ft, b = 1.25 in., h = 7 in.] Determine the maximum value of the first moment of area (Q) for the beam. (in^3) Determine the maximum allowable force at C (PC) that can be applied on the structure before it fails in shear. (kips)
02) The cantilever beam is subjected to the load shown Below. Determine 1. the actual stresses acting at point A. (Hint: Tmax = 1936x(0.5). 2. IfG =30 GPa find the angle of twist at the free end of beam. Y 10 kN 25 NA 120 mm 15 500 mm Good Luck and be Green