Fill in the blanks. For the following problem, a beam segment is shown. Assume A x- 20 in. It is subjected to internal bending moment MA-42 kip-in. at section A and internal bending moment MB = 33 kip-in. at section B. Also shown is a sketch of the cross-sectional dimensionswhere b = 7.0 in., d1 2.50 in., b3- 11.5 in., d3 = 2.00 in., b2 = 2.50 in., and d2-7.0 in. Consider area (2) of the beam segmentshown. For the problem:(a) Sketch a side view of the beam segment and plot the distribution of bending stresses acting at sections A and B. Indicate themagnitude of key bending stresses on the sketch.(b) Determine the resultant forces acting in the x direction on area (2) at sections A and B and show these resultant forces on thesketch.(c) Is area (2) in equilibrium with respect to forces acting in thex direction? If not, determine the horizontal force required tosatisfy equilibrium for the specified area and show the location and direction of this force on the sketch.b1MAd2dzBMBAxb3Calculate the cross-sectional area of the top flange (1), the bottom flange (2), and the web (3).Answers:A1-iin.?.A2 =in.?.in.?.Ag =Attempts: 0 of 1 usedSubmit AnswerSave for Later

Answered: Image /qna-images/answer/15c756e1-dbab-45a4-85fc-45602a3efc7c.jpg

Answered: Fill in the blanks.

Engineering

Civil Engineering

Fill in the blanks.

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: Show that the following equation is dimensionally homogeneous. Use the MLT system. xC + Yc YR y.A

A: Given data : Depth=YR Depth=YC Moment of inertia=IXC Area=A

Q: A concrete beam pre-stressed with a parabolic tendon is shown in the figure. The eccentricity of the...

A: A concrete beam pre-stressed with a parabolic tendon is shown in the figure. The eccentricity of the...

Q: IG0 m BLDG 20m g0m R

Q: The top of a rectangular gate 1.20 m wide rest against a vertical wall at A. The bottom of the gate ...

Q: M. and 6:00 P.M. is approximately V= t3 - 10.5t? + 30t + 20 miles per hour where t = number of hours...

A: Given:- v=t3-10.5t2+30t+20 miles per hour t=number of hours past noon To find:- absolute relative ap...

Q: Problem 3: Given: Soil sample has void ratio (e)-0.82 water content (w)= 13% specific gravity (G.)-2...

Q: Use cantilever method Calculate for the axial force in kN at member DC a = 40.4 kN, b = 21.7 kN, c...

Q: Convert S 79° 12' E into North Azimuth

A: To find azimuth

Q: Explain why the transportation planning process is not intended to furnish a decision or give a sing...

Q: Using portal method, Calculate for the shear force in kN at member FC a = 12.6 kN, b = 27.2 kN, c =...

Q: SITUATION1 A liquid in a 750 cu.m container has a mass of 1010kg 5. What is its mass density?

A: Mass density is ratio of Mass to Volume

Q: 3) vik he e4wations for shtar and moment betueen points Dand E. Select the angia at Å- 8 kips = 3 ki...

Q: 4-39. Water flows through the pipe at A at 60 kg/s, and then out of B with a velocity of 4m/s. Deter...

A: Please refer the attached image for complete solution. THANK YOU !

Q: Draw the shear and moment diagram. Find the maximum moment in the figure shown below.

Q: 7. Which of the following most nearly gives the maximum shear? c. 96 kN d. 72 kN 112 kN/m 112 KN/m a...

Q: Problem II: Using the given data below, answer the following questions; 2010 2011 2012 2013 2014 Wat...

A: Given,

Q: 2. A sample of coarse sand, 15 cm high and 5.5 cm in diameter, was tested in a constant-head permeam...

Q: A 3.2 m high column is effectively held in position at both ends and restrained against rotation at ...

Q: Situation 4: A truck with axle loads of 40 kN and 60 kN on a wheel base of 5 m rolls across a 10 m s...

Q: 4. The figure below shows a copper rod that is placed in an aluminum tube. The rod is 0.0058 in. lon...

Q: Given in the tabulation below are the adjusted lengths and azimuths taken from the north of a closed...

Q: A simple curve intersects a property line AB. The perpendicular offset distance of point B on a simp...

A: Curves are customary curves given in the lines of correspondence like streets, rail routes and so on...

Q: SITUATION1 A liquid in a 750 cu.m container has a mass of 1010kg 5. What is its mass density?

Q: A 1.6 m wide x 0.46 m thick RC footing is to be provided for a 250mm thick RC wall. The wall carries...

Q: A 15m length simply supported beam is to be crossed by a small truck as shown. a. Determine the dist...

Q: 1. Current mean temperature is 27°C. Current Vapor pressure is 2.337 kPa. (a) What is the dew point ...

Q: PROBLEM: Design the beam to resist the loads shown. Take fc = 9 MPa, fs = 124 MPa, n = 11, bar diame...

A: We have to design the beam according to the given data like Take fc=9 MPa, fs= 124 MPa, n = 11, bar ...

Q: Determine the reaction force at B for the beam shown. Assume that P = 59 kips, LAB = 10 ft, Lgc = 10...

A: Given data in question Length Point load Propped cantilever To find out Reaction RB

Q: the following offsets are taken from a survey line to a curves boundary line, and the first and the ...

Q: In the design of beam for the limit state of collapse in flexure as per IS 456: 2000, let the maximu...

A: Code IS: 456 2000 b= 300mm d= 400mm fy = 415 N/mm2 fck =20 N/mm2. Area of tension steel, Ast = 900 m...

Q: In L.L. test a minimum of three trials with values of N ~ .... are required 10 to 6...

A: The Liquid Limit (LL) test is a laboratory test that is performed to determine the liquid limit of a...

Q: Using specific examples (at least 5), discuss why you will prefer using CAD software for your engin...

A: A technical drawing used to convey information about an object is known as an engineering drawing. A...

Q: By using Ultimate Strength Design Method, design the slab showing in the figure below for the follow...

A: The one-way slab is a slab, which is upheld by equal dividers or radiates, and whose length to broad...

Q: DEAD LOAD: 15 kN LIVE LOAD: 12 KN DL: 15 KN LL: 13 KN WINP LOAD 5 KN DL 15 kN Gm LL: 11 EN B. winD S...

A: To find the force in member CD, JK ,CI and EJ-

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

A: Force will be minimum of shear strength of bolts and axial strength of Plate

Q: The compound shaft shown consists of a solid shaft AB made of bronze [G = 40 GPa], and a solid shaf...

A: To determine: internal torques in the shafts shear stresses in the shafts angle of twist at point C...

Q: Calculate for the shear force in kN at member ED of the frame shown in figure 1 using Portal Method....

Q: 19. The following results were obtained from sieve analyses of two soils: Sieve no. Soil A Soil B Op...

A: Note - Solving remaining three sub-parts, (d) Consider as extraction D10,D30 and D60 for both the so...

Q: |50 kN C 5 m 2 m 2 m

Q: A soil profile consisting of three layers is shown below. Calculate the values of o, u, and o' at po...

Q: 2m 4.8m 4 kN 3.2m 6 kN 3.2m 6 kN 3.2m 5,8m 5.8m Question: 1. Solve for the axial reactions of all th...

Q: Question 4 of 11 -/ 10 View Policies Current Attempt in Progress A cylindrical boiler with an outsi...

Q: SITUATION 2. To stiffen the footbridge, a short post BD supported by a steel cable ADC is added. The...

A: Free body diagram:

Q: A closed traverse has the following data: LINES AZIMUTH DISTANCES (m) AB S 8°51' W N 18°51' E 124.73...

A: Unkown is Azimuth of DA line and it's distance. Properties of closed traverse Sum of latitude = 0 S...

Q: Determine force in member AB

A: This question is related to Structure Analysis. In this problem we calculate the force in member AB ...

Q: Determine Water content Dry unit weight

Q: A simply supported beam is 25 × 50 cm deep and has 2-20 mm Fe415 grade steel bars going into the sup...

Q: total

A: The total column moment in a storey are equivalent to the product of storey shear and half the heigh...

Q: Classify the plane truss shown as unstable, statically determinate, or statically indeterminate. If ...

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides ar...

Concept explainers

Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

Question

Fill in the blanks.

For the following problem, a beam segment is shown. Assume A x- 20 in. It is subjected to internal bending moment MA-42 kip-
in. at section A and internal bending moment MB = 33 kip-in. at section B. Also shown is a sketch of the cross-sectional dimensions
where b = 7.0 in., d1 2.50 in., b3- 11.5 in., d3 = 2.00 in., b2 = 2.50 in., and d2-7.0 in. Consider area (2) of the beam segment
shown. For the problem:
(a) Sketch a side view of the beam segment and plot the distribution of bending stresses acting at sections A and B. Indicate the
magnitude of key bending stresses on the sketch.
(b) Determine the resultant forces acting in the x direction on area (2) at sections A and B and show these resultant forces on the
sketch.
(c) Is area (2) in equilibrium with respect to forces acting in thex direction? If not, determine the horizontal force required to
satisfy equilibrium for the specified area and show the location and direction of this force on the sketch.
b1
MA
d2
dz
B
MB
Ax
b3
Calculate the cross-sectional area of the top flange (1), the bottom flange (2), and the web (3).
Answers:
A1-
i
in.?.
A2 =
in.?.
in.?.
Ag =
Attempts: 0 of 1 used
Submit Answer
Save for Later

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

The cross-sectional area of a wide-flanged W16x15 beam has the dimensions shown. a. Obtain a close approximation to the handbook values of Ix =657 in.4 and Iy=37.2 in4 by treating the sectionas composed of three rectangles. b. If a built-up section is then created by welding two W16x15 sections, one atop of the other, what would be the Ix about the centroidal x-axis?
A truss is subjected to loads as shown. Assume AE is constant and use virtual work method for deflection of truss. 4m 120 KN B A TINT 3m EA = constant E = 200 G Pa 2 A = 1,500 mm Find the vertical deflection at B in mm
Use Conjugate beam Method P = 54 a = 2
Use CONJUGATE BEAM METHOD to Determine the following: A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross-section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 3mm. Use E=200 GPa. w 12 mm |A C D E Hinge `Hinge 24 mm 0.4 m 0.4 m 0.4 m 0.4 m
In the figure, aluminum [E = 69 GPa] links (1) and (2) support rigid beam ABC. Link (1) has a cross-sectional area of 290 mm² and link (2) has a cross-sectional area of 500 mm². For an applied load of P = 51 kN, determine the rigid beam deflection vg at point B. Assume a = 1630 mm, b = 890 mm, L₁= 2750 mm, and L₂=5120 mm. L₁ (1) a B P b (2) L2
Q2: The simply supported beam shown as Figure 5. below is subjected to Loading as shown on the Figure. Using integration method. Find the maximum Lenght (L) so that the max. deflection is not greater than 30mm for the Beam.. The flexural rigidity (El) of Beam section El = 50*10% KN.m? “4m e | Sm
Problem 2. The homogeneous wire ABCD is bent as shown and is attached to a hinge at C. Determine the length L that results in portion BCD of the wire being horizontal. B 150 mm 200 mm D
Use VIRTUAL WORK METHOD to answer the questions below considering the truss shown in the figure. Assume A= 1200 mm2 , E = 200 GPa , and α = 12x10-6/°C. - Vertical displacement at Joint A in mm due to -100°C change in temperature in member AE and ED. Do not add deflection due to external loads or fabrication error. Choices: 14.40, 1.41, -16.90, -16.29, 2.74, 10.25, 8.24, -13.80 - Vertical displacement at Joint A in mm due to +2mm fabrication error on members AE and ED. Do not add deflection due to external loads or temperature change. Choices: -8.944, -0.694, -1.544, 15.841, -3.684, 2.546, 8.649, -17.645
The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close approximation to the handbook value of I = 654 in.4 by treating the section as being composed of three rectangles. 0.380" ↓ Answer: I, = i 16.25" 7.073" 0.628" in.4
The compound beam is subjected to the loadings as shown in the figure below. Use E-200x106 kPa and I=125x106 m². Determine the following: a. The deflection at A; b. The slope at point B; c. The displacement at D; and d. The illustation of the elastic curve of the compound beam. A 1.0m 1.5m B 18 kN 3m 35 kN-m 1.5m D 3m 14 kN/m Jooh
Determine the slope (rad) at point B of the beam shown below. 90 kN B A 5 m El = constant E = 200 GPa I = 800 (106) mm4
A beam is subjected to equal bending moments of M, = 3400 N-m. The cross-sectional dimensions areb = 130 mm, c = 29 mm, d = 72 mm, and t = 3 mm. Determine: %3D %3D (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. M, M2 H d (typ) K b