Using the stress block, determine the ultimate moment of resistance of thesection shown in Figure 2 and check whether the steei provided satisfies thebending moment due to the loads on the beam.Characteristic compressive strength of concrete, fck= 25 N/mm²Characteristic tensile strength of steel, fyk = 500 N/mm2Clear cover to main steel as 20 mm.Ultimate Design Load =13 kN/m2402 mm370 mm21470 mm9 m230 mmFigure 2

Answered: Image /qna-images/answer/5e5bd0b6-e5fa-4cb7-acda-181eb8e50a22.jpg

Answered: Using the stress block, determine the…

Using the stress block, determine the ultimate moment of resistance of the section shown in Figure 2 and check whether the steei provided satisfies the bending moment due to the loads on the beam.

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: *2-16. The nylon cord has an original length L and is tied to a bolt at A and a roller at B. If a…

A: Applied forceOriginal lengthTo find: Normal strain at C and D. Show .

Q: Question A 12 mm thick plate is connected to two 8 mm thick plates, on either side through a 16 mm…

A: Given : thickness of plate= 12mm connect to 8mm thick plate 2×8>12 hence t= 12mm Dia of rivet…

Q: For the beam shown, determine the maximum flexural stress and indicate where it is located both on…

A: Maximum flexural stress will be at a point where bending moment is maximum And in section at a point…

Q: A 16 mm steel bar AB and a 25 mm steel bar BC support a load P = 7,500 N as shown. If E = 200 GPa,…

A: Given data: Diameter of AB steel bar=16 mm Diameter of BC steel bar=25 mm Load=7500 N It is asked…

Q: In the figure shown, determine the normal stresses at AD • and BC • shearing stress at bolt D • ,…

A: Calculation: The moment at point C can be calculated as, ∑MC=0200.25+0.4-RD0.4=013-RD0.4=0RD=32.5 kN…

Q: The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was…

Q: A torsion member is fabricated fror concentric thin tubes. At the ends, the are welded to rigid…

A: Given data: Inner radius = r outer radius = 2r shear stress in outer tube = τ

Q: I Hinge it 大 2L 3.

Q: DETERMINE THE LARGEST LOADP THAT CAN BE APPLIED TO THE BARS OF THE LAP JOINT SHOWN IN THE FIGURE.…

Q: The rigid bar AC is pinned at A and attached to bars DB and CE as shown in the figure. The weight of…

Q: An aluminum bar having a cross-sectional area of 160 mm² carries the axial loads as shown in the…

A: Axial load on the bar: The outcome of a force that passes through the centroid of a segment and is…

Q: SIMPLE STRESSES 340 mm 3. Two plates are connected by bolts as shown in the figure. Compute the…

Q: Determine the maximum permissible value of T provided the allowable shearing stresses in brass and…

A: ζb=70 MPaζs=110 MPaGb=80 GPaGs=40 GPa di=70 mmd0=90 mm

Q: For the section shown, if n 3, N.A is %3D at 58 mm from top, I = 74 x 10^6 mm^4 and the normal…

Q: The linkage supports a force of 500 lb and rides along the top and bottom flanges of the crane rail.…

A: In the image, the object of interest is the linkage. We can see that the linkage is supported by a…

Q: The member shown in the right side consists of the steel rod AB that is screwed into the end of the…

Q: Figure Q4(a) shows the idealized stress-strain curve for steel and Figure Q4(b) shows the yielding…

A: IntroductionIn investigation and planning of any underlying individuals we are expecting the…

Q: The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are…

A: J1 = π32×0.554 J2 = π32×0.354-0.234

Q: SkN 20KN 10KN 10kN/m 0,2*b 0,2*b 10kNm 0,8 b by 1m 3m 4m 2m 1m 2m

A: Given data: yield strength =400 MPa Factor of safety =2

Q: .B + sodb 30 lb CROSS. SECTION

A: Normal stress: it is defined as the stress that is induced when the member is loaded by axial force.…

Q: answer asap

Q: The pin-connected structure shown consists of a rigid bar ABCD and two axial members. Bar (1) is…

Q: Taking into account only the effect of normal stresses, determine the strain energy of the prismatic…

Q: Determine the force P necessary to close the gap at the steel post. The steel post is 2 inch x2 inch…

A: Given : Steel post dimension = 2 inch X 2 inch Height = 8 inch Width of aluminum alloy bar = 1.5…

Q: -100 x 10 mum 4kN/m 130 mm NA- 200 mm 10 kN

Q: The rigid beam is supported by the two bars shown in a horizontal position before the load P is…

Q: NE THE FORCE (Ib) E DATA BELOW:

Q: P H B A An aluminum rod AB of diameter 3.3 inches is connected to a lever of length L = 5.1 feet.…

Q: The pin-connected assembly consists of aluminum rods (1) and (2) and steel rod (3). The aluminum…

Q: Question 5 A steel column with a rectangular hollow section is subject to a vertical downward load…

A: P1 = 500KN P2 = 100KN e = 110mm

Q: QUESTION 2) The state of strain at point A on the bracket is measured using the strain rosette shown…

Q: Three round bars welded together are axially loaded as shown. Find the normal stress in each bar if…

Q: The C83400-red-brass rod AB and 2014-T6-aluminum rod BC are joined at the collar B and fixed…

A: Given Data : Cross sectional area of each section = 1.75 in2 To Find :

Q: The pin-connected assembly consists of aluminum rods (1) and (2) and steel rod (3). The aluminum…

Q: A diamond section was used as beam having factor of safety in bending equal to 2.5. If the allowable…

A: Given data- A diamond section as beam- FOS in bending = 2.5, Allowable stress reduced by 15%, To…

Q: The pin-connected assembly consists of aluminum rods (1) and (2) and steel rod (3). The aluminum…

A: Aluminum EAl = E1 = E2 = 71 GPA d1 = d2 = 17 mm Steel Es = E3 = 190 GPA d3 = 18 mm

Q: The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are…

Q: Discuss and differentiate method 1 and 2 in bending test.

A: Bending: - It is defined as change in position of body or any part of body so that it is no longer…

Q: Determine the maximum permissible value of T provided the allowable shearing stresses in brass and…

A: Given:- ζball = 70 MPaζsall = 110 MPaGs = 80 GPaGb = 40 GPadi = d = 70 mm, d0 = 90 mm…

Q: The structure shown below is hinged to fixed supports at A and C. The bars are each 4 in. by 4 in.…

A: Introduction- A structural support is a component of a building structure which contains the…

Q: .2 ft, and LcD = 15.0 ft. Determine the magnitude of the maximum bending stress in the beam. P Į B…

Question

Using the stress block, determine the ultimate moment of resistance of the
section shown in Figure 2 and check whether the steei provided satisfies the
bending moment due to the loads on the beam.
Characteristic compressive strength of concrete, fck= 25 N/mm²
Characteristic tensile strength of steel, fyk = 500 N/mm2
Clear cover to main steel as 20 mm.
Ultimate Design Load =13 kN/m
2
402 mm
370 mm
2
1470 mm
9 m
230 mm
Figure 2

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

VIEW

Step 2

VIEW

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

Q4) A cast iron beam is of I – section as shown in Figure (3). The beam is simply supported on a span of 5 m. If the tensile stress is not to exceed 20 N/mm2, find the safe uniformly load which the beam can carry. Find also the maximum compressive stress. I 80 mm- 20 mm 3 169.34 mm 200 mm 2) 20 mm A 90.66 mm 40 mm 100 mm Figure (3)
Someone can help me with these. I'm stock, please.
NOTE: PLEASE ANSWER ALL OF THE QUESTIONS AND PROVIDE STEP BY STEP SOLUTION
The lap joint is connected together using a 32 mm diameter bolt. Determine the permanent shear strain in the shear plane of the bolt when the applied force P = 750 kN is removed. Note: The bolt is made from a material having a shear stress-strain diagram as follows T (MPa) A { 600 400 5 50 y (10³ rad)
A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 26 kips, w = 3.4 kips/ft, LAB = 4.0 ft, LBC = 4.0 ft, and LCD = 15.4 ft. Determine the magnitude of the maximum bending stress in the beam. A P LAB Answer: Omax = i B LBC C ksi W LCD D X
SIMPLE STRESSES 340 mm 3. Two plates are connected by bolts as shown in the figure. Compute the maximum force F that can be applied to the plates. The allowable axial stress of each plate is 150 Mpa. The allowable shear stress of each bolt is 50 MPa. The diameter of each bolt is 16 F F 150 mm mm. 50 mm 340 mm
A cast iron beam is of I– section as shown in Figure (3). The beam is simply supported on a span of 5 m. If the tensile stress is not to exceed 20 N/mm2, find the safe uniformly load which the beam can carry. Find also the maximum compressive stress. -80 mm- 20 mm 169.34 mm 200 mm 20 mm N 90.66 mm 40 mm 160 mm Figure (3)
Find the Stress if Tensile force 2.3 N applied on rod having cross sectional area of 1 mm2
Please show your solution on a paper with FBD
Question: A 12 mm thick plate is connected to two 8 mm thick plates, on either side through a 16 mm diameter power driven field rivet as shown in the figure below. Assuming permissible shear stress as 9- MPa and permissible bearing stress as 270 MPa in the rivet, the rivet value of the joint is P/2 - F 8 mm 8 mm ↓ 12 mm P
Ch 1. Answer with complete solution. Thankyou.
The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are connected at flange B and securely attached to rigid supports at A and C. Aluminum segment (1) has a diameter of 0.95 in., a length of L₁ = 40 in., a shear modulus of 3800 ksi, and an allowable shear stress of 6.0 ksi. Brass segment (2) has an outside diameter of 0.75 in., a wall thickness of 0.13 in., a length of L₂ = 28 in., a shear modulus of 6400 ksi, and an allowable shear stress of 7.7 ksi. Determine: (a) the allowable torque TB that can be applied to the compound shaft at flange B. (b) the magnitudes of the internal torques in segments (1) and (2). (c) the rotation angle of flange B (relative to support A) that is produced by the allowable torque TB. y L₁ L2 TB. X (1) (2) N Answer: (a) TB = (b) T₁ = T₂= (c) DB = lb-ft lb-ft lb-ft rad B C