The simply supported beam in Fig. has a composed cross section. Determine the values and locations of the maximum tensile and compressive bending stresses. E2-3867 Kpsi, El= 29000 Kpsi 1000 1b 6 inch 400 lb/ E1 0.8 inch E2 8 inch 10 n R

The simply supported beam in Fig. has a composed cross section. Determine the values and locations of the maximum tensile and compressive bending stresses. E2-3867 Kpsi, El= 29000 Kpsi 1000 1b 6 inch 400 lb/ E1 0.8 inch E2 8 inch 10 n R

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: Determine the maximum tensile and compressive bending stresses in the beam shown. 4 kN/m 200 mm | =…

Q: Stress Analysis of Trusses 1. Determine the forces BG, DF & BC of the truss using method of joints.…

Q: 36. A mild steel bar is 40cm long. The lengths of parts of AB and BC of bar 20cm each. It is loaded…

A: in question 36 diameter of AB is 2cm and length is 20cm with applied load 1000N and diameter of BC…

Q: The rigid bar ABC shown in Fig. P-212 is hinged at A and supported by a steel rod at B. Determine…

Q: A simply supported beam of span 4 m carries a concentrated load Pin kN- acting downward at distance…

Q: 4) A simply supported beam supports the uniformly distributed load of intensity Wo. Determine the…

A: Given data Determine the safe allowable value of w0 if the flexural stress is limited to 160MPa in…

Q: Two chords AB and BC are joined at Band support a load W as shown in Figure 3.3-8. A 30% 45° W…

Q: A horizontal rigid bar of negligible mass is binged at one end, Fig.1, and supported by a bronze rod…

A: Given data: Steel:A=600 mm2, E=200 GPaBronze:A=300 mm2, E=83 GPa

Q: The square column is under compression due to a 50 KN load as shown in the figure. The member is…

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 4.5 in., d = 4.0…

Q: The initial compressive force of a steel column can be determined by Euler's buckling formula. The…

Q: Q1) Three bars AB, CD and ED are used to support ACE beam. The three bares have modulus of…

A: Draw the free body diagram. Equilibrium of vertical forces,…

Q: The cross-sectional dimensions of the beam shown in the figure are a - 4.4 in, b- 5.9 in., d - 4.8…

Q: 4- Determine the maximum compression and tensile stress due to bending on the cross section shown…

A: Given that:

Q: A cantilever beam of length 2 m with a square section of side length 0.1 m is loaded vertically at…

A: Calculate maximum bending stress at fixed end of the cantilever,?

Q: A concrete floor slab 100 mm thick is cast monolithic with concrete beams 2.0 m on centers. The…

A: Bending Moment : Bending moment is a reaction caused on an element or component due to applied…

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.6 in., b = 5.2 in., d = 4.1…

Q: The beam is loaded as shown. which of the following nearly gives the flexural stress du to tension…

A: Find the reactions :RA=RB=12×4+2×12×12×42=48kNMax moment will be at the midspan…

Q: The square column is under compression due to a 50 KN load as shown in the figure. The member is…

A: Resolve the applied force along and perpendicular to the given section. Then find the shear stress.…

Q: GIVEN: Beam Properties Section W410 mm x 100 kg/m A = 12710 mm² d = 410 mm b = 260 mm tr = 17 mm…

Q: A wooden beam is fabricated by nailing together three boards as shown. The boards have dimensions…

A: To determine the maximum shear section in the given section. Given, Dimension b1 = 20 in.…

Q: A W 10 x 30 is used as a beam to support a concrete floor system. The floor is to carry a total load…

A: Given Data: The total load on floor is wF=4.2 kPa. The span of the beam is L=8.4 m. Section…

Q: Q/Find the maximum tensile and compressive flexure stresses for the cantilever beam shown in Fig.…

A: To find maximum tensile and compressive stress

Q: Determine the combined stress at the outer edges AA and BB for a given short compression member as…

A: For eccentrically loaded members the combined stresses is calculate by -…

Q: A laterally supported, compact beam is simply supportéd át Böth ends. It is subjected to loads that…

A: Option (c)is correct. 1291 KNm is the answer. By the relation , Design capacity of beam = Resistance…

Q: The cross-sectional dimensions of the beam shown in the figure are a -4.8 in., b = 6 in., d=4.0 in.,…

A: Given data: Mz=-4.2 kip-ft

Q: From the figure shown, a truss is subjected to loads PI = 15 kN, P2 = 15 kN and P3 = 25 kN at joint…

Q: Q3. Two steel plates (A572, Fb = 50ksi) are welded together to form an inverted T-beam. Determine…

A: Draw the free body diagram. Taking moment at A, ∑MA=0By20-1515-105=0By=13.75 k

Q: Q5. Two bars of rectangular cross section (thickness t = 15 mm) are connected by a bolt in the…

Q: E D PROBLEM 8 F H G USING THE METHOD OF JOINTS, DETERMINE THE FORCE IN EACH MEMBER OF THE TRUSS…

A: To find the force in all members -

Q: 4. The beam has a rectangular cross section as shown. Check the strength of the beam if the…

A: Consider the following free body diagram for the given beam: HA = 0, as there is no opposite…

Q: 1.5 64 115001% 4500 lb-ft D 683 1E T NA- I=96 in." 2.5 in Sin

A: To Determine Maximum Tensile and Compressive Bending Stress.

Q: Three bars, AB, AC, and AD, are pinned together to support a load P = 20 kN as shown in Fig. P-256.…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: QI: Find the normal stresses at sections A-A, B-B, C-C, and, D-D for the body as shown in figure…

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.3 in., b = 5.3 in., d = 4.2…

A: Given- Mz= -4.40 kip-ft a=4.3 in b=5.3 in d=4.2 in t=0.32 in It is asked to find 1. Maximum…

Q: den beam is fabricated by nailing together three boards as shown. The boards have dimensions of b1…

Q: The A-36 steel beam has a depth of 10 in. and is subjected to a constant moment M0, which causes the…

A: The given data is: a36 steel beam Depth of beam = 10 in. Stress in outer fiber (σy) = 36 ksi

Q: The wood beam supports loads of w = 440 lb/ft and P = 1020 lb on span lengths of LAB = 11.6 ft, LBc…

A: Given: The value of w is 440 lb/ft. The value of P is 1020 lb. The value of LAB is 11.6 ft. The…

Q: 5P M 5m 5m 5m 5m 500 100 500 125 100 100 125

Q: Steel L= 3 ft A = 0.50 in? E = 29 x 106 psi %3D Y 2 ft 4 ft P

Q: Q2 : The three bars shown in fig are pined at point B which carry a load P and fixed at points A, C…

A: Draw the free body diagram

Q: Check the cross-section for bending if the allowable normal stress is o =±120 MPa. + a: + q = 3 kN/m…

A: Let us check the Cross section for Bending in step 2.

Q: A wooden beam is fabricated by bolting together three members, as shown in Figure below. The…

Q: 5.2. fe=4,000 psi and fy=60,000 psi 28"

A: Given, fc'=Compressive strength of the concrete=4000 psify=Yield strength of the concrete=60000 psi…

Q: A double tee cross section is used for the beam shown below. Assume the following lengths and loads:…

Q: A wooden beam is fabricated by bolting together three members, as shown in Figure below. The…

Q: 508. Determine the minimum width b of the beam shown in Fig. P-508 if the flexural stress is not to…

A: Moment at…

Q: 6. A cantilever beam with cross section shown in Figure 4 and span of 3.6 m is subjected to…

Question

The simply supported beam in Fig. has a composed cross section. Determine the values and
locations of the maximum tensile and compressive bending stresses. E2-3867 Kpsi, El= 29000
Kpsi
400 lh/t
1000 1b
6 inch
D
E1
0.8 inch
E2
8 inch
10 n

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 by step

Solved in 4 steps with 4 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 maximum tensile and compressive bending stresses developed in the beam shown. The cross-section has the given properties. NA 1-35 x 10mm a. RA = b. RE= c. fb(c) = d. fb(T) = 80 mm 200 mm A 1.5m kN KN 5kN m MPa MPa B 1.5m SkN/m 2m 5KN n 2m 4
For the truss shown, calculate the stress in area of each member BD. The cross-sectional member is 1200mm². 4m B 6m U 3m 4m E 3m 100KN 200KN F M FLSNI
A:Y 211O 2_531929016114... -> A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Figure below. Axial loads are applied at the positions indicated. If P = 11 KN and the cross sectional area of each rod is 312.5 mm, determine the stress in each section. 4P Steel Bronze |Aluminum 609.6 mm 914.4 mm 762 mm
A thin polymer plate PQR is deformed so that corner Q is displaced downward by a distance L = 1.45 mm to new position Q' as shown. Determine the shear strain at Q' associated with the two edges (PQ and QR). 120 mm 480 mm. P R 240 mm -2692 μrad -3352 μrad O-4917 prad -3610 μrad O-2921 urad Q 'Q' X
Jertical beam of the applied to a shown. Determine forces are cross section compressive BC of the the maximum Stresses bRam. tensile and portion. 9,25 kN in 45mm I10mm 30 mm 30mm 400mm 500mm
8.10 This is steel, consisting of 9 rods that are articulated together in the nodes. There is a fixed bearing in A and a roller bearing in B. The steel is loaded with a point load, P, in the middle. The maximum permissible normal stress is oy = 200 MPa. Cross section: s9 S8 54 53 55 s1 S7 d = 40 mm S2 S6 1m 1m 1 m 1 m a) Calculate the rod forces. Express the answers with P, and state whether they are stretched or pressed. Is there any zero spells? b) Determine how large the load P can be without material breakage or buckling the spells. 3 m
A beam cross section is shown. If the beam is subjected to a moment of 400N.m, the maximum bending stress will be? I, = 200 mm 4 8 mm 4 mm O a. 16GPA О Б. 10GPa 12GPA O d. 8GPA
2.54 The rigid bar AB of negligible weight is supported by a pin at 0. When the two steel rods are attached to the ends of the bar, there is a gap A between the lower end of the left rod and its pin support at C. After attachment, the strain in the left rod is 1.5 x 10-3. What is the length of the gap A? The cross-sectional areas are 300 mm? for rod AC and 250 mm² for rod BD. Use E = 200 GPa for steel. A B 0.75 m -1.5 m 2 m FIG. P2.53, P2.54
Problem 1: The rigid bar ABC is supported by AD and BE. Determine: a. Inclination of member ABC after loading b. 6 at point E Members Properties: Member Materials Modulus Cross- of sectional Elasticity 70GPA Area AD Aluminum 450mm2 BE Steel 200GPa 550mm2 45KN 04n
The support in Figure 14.21a is to be constructed from a 4340 steel plate tempered at 800◦F. The yield strength of the steel is 228 ksi, and; its value of KIc is 51 ksi√ (in.). The width of the support, w, is 4 in.; the length, L, is 36 in.; and the thickness, t, is 0.25 in. Figure 14.21b gives f(a/w) in the equation σ = KIc/[f(a/w) √ (πa)]. A. If the crack length, a, is small enough, the support will yield before it fractures? What is the size of the largest crack for which this is true (i.e., what is the largest value of a for which general yielding will precede fracture)? Assume that any fracture would be in mode I (plane strain). Discuss critically the assumption of mode I. B. If it is guaranteed that there are no cracks longer than a length equal to 80% of that in Figure 14.21a, does this assure that failure will occur by yielding, rather than fracture? Explain briefly.
In the given cross section, the neutral axis relative to the bottom fiber is 63 mm and the moment of inertia with respect to the neutral axis is 30,950 mm4. Shear force is 13 kN and bending moment is -120 N-m. Determine the: Total tensile force on the cross-section (kN) 65 mm 33 100 mm 46 mm 50 mm 25 mm
As shown in the figure, aluminum, E= 70GPa links (1) and (2) support rigid beam ABC. Link (1) has a cross-sectional area of 320mm² and link (2) has a cross-sectional area of 480mm². For an applied load of P= 58kN, determine the rigid beam deflection at point B. (2) 4,000 mm (1) 2,500 mm B 1,400 mm 800 mm