A vertical flexural member is shown. If F1=6 kips, F2 16 kips, and F3= 9 kips, determine the normal stress o, at point H. 34 in. F2 F 下 18 in. 12 in. H. F3 6 in. 56 in. H|K 3.25 in. O 283 psi O 237 psi O 205 psi O O psi O 264 psi

A vertical flexural member is shown. If F1=6 kips, F2 16 kips, and F3= 9 kips, determine the normal stress o, at point H. 34 in. F2 F 下 18 in. 12 in. H. F3 6 in. 56 in. H|K 3.25 in. O 283 psi O 237 psi O 205 psi O O psi O 264 psi

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: Situation 41, 42 and 43 20 MPa 80 MPa 80 MPa 20 MPa O Zoom image Determine the normal stress along…

Q: Problem The lower ends of the three bars in Fig. are at the same level before the uniform rigid…

Q: For the same beam and loading case in Figure Q1, where within the cross-section will there always be…

Q: the largest axial P force that the given riveted joint can safely carry. calculate. Rivet diameter D…

A: B = 340 mm t1 = 21 mm t2 = 38 mm Rivet diameter = 28 mm Shearing stress of rivet = 1400 kg/cm²…

Q: Solve the magnitude of the bar force of members AD, BD, CD, and CE and identify the type of stress…

A: Given: A simply supported truss with hinge support at A and roller support at F. W=134 kN To…

Q: er must exert a force of P 3800 lbs at B as shown. The lever lengths are a= 11.5 in. ar or the lever…

A: Section modulus is z=Mσz=31734.518 lb-in10500 psiz=3.0223in3

Q: If P= 8.571 kN, Determine the stress in member CE assuming that the area in steel is 24 mm2.Show

A: Step: 1 Truss: - It is a pin jointed frame where bending moment does not exist in member only carry…

Q: Using the method of joints, calculate the force in each member of tthe truss shown. State whether…

Q: QUESTION 1 Determine the force in member DF using method of section of the Howe truss shown if: P=…

Q: A vertical flexural member is shown. If F1 = 7 kips, F2 = 16 kips, and F3 = 11 kips, determine the…

A: Given data: F1 = 7 kips, F2 = 16 kips, F3 = 11 kips Determine the normal stress σx at point H ?

Q: Calculate the forces in members AB, BH, and BG. Members BF and CG are cables which can support…

Q: The couple M acts in a vertical plane and is applied to a beam oriented as shown. Determine the…

Q: 9. The rigid bar ABC shown in the figure is hinged at A and supported by a steel rod at B. Determine…

A: Given Length = 4 ft Area = 0.5 sq.in Elastic modulus =29(10)6 psi Required = value of P satisfying…

Q: An M pair of forces is applied to the beam of which cross-section is shown in a plane that makes an…

Q: A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with…

A: Location of plastic centroid P1x1+P2x2=Px

Q: The simply supported bean consists of a W21 x 44 structural steel wide-flange shape[E = 29,000 ksi;…

Q: 4. Draw the NA and stress diagrams (da, a.. a.) for the case given below.

A: As shown in the figure the position of compressive load is at the corner of the section so as there…

Q: Determine the force of member GA. Include a negative sign if the answer is in compression.

Q: What does the variables stand for and assumption is valid ?

A: Stress strain diagram for singly reinforced beam

Q: the largest axial P force that the given riveted joint can safely carry. calculate. Rivet diameter D…

A: Given revit diameter = 22 mm, Revit hole diameter = 22 + 1.5 = 23.5 mm = 2.35 cm Shear stress of…

Q: 1. The section shown in the figure fails in flexure. Determine the magnitude of the compressive…

A: Given Data: a = 8 in, b = 16 in, h = 28 in Dia of hole = 8 in f`c = 5 ksi and fy = 60 ksi To find :…

Q: Link AB is to be made of a steel for which the normal stress is 253 MPa. Determine the…

A: Where P= 30.6 KN d= 0.35 m Permissible normal stree in steel = 253 MPa

Q: Suppose that P₁ = 33 kip, P₂ = 22 kip, and P3 = 11 kip. (Figure 1) Figure 40 ft- -40 ft- -40 ft- D…

Q: 5. Rigid member ABCD is connected to two elastic bars and loaded as shown. Determine the maximum…

A: Given EAE=70GPa; ECF=105GPaAAE=500mm2;ACF=500mm2Displacement at D is limited to 0.5mm.

Q: Question 8 Consider the below truss. Given: Applied load P = 33 kN, vertical reaction at H Hy = 33…

A: Using joint method

Q: O Refer to the figure: AB: L= 15 in. G= 3.2x10 psi ВС: L- 24 in. G=5.6 x10° psi CE: L=12 in. Diam =…

Q: 4Kips 10 KIPS 0.5 in.diam. 1in diam. lokips 8kips 0.75 in diam.

A: for First segment Dia = 0.5 in. Load = 4kips for Second segment Dia = 1in. Load = 14 kips…

Q: 2. The rigid bars shown are separated by a roller at C and pinned at A and D. A steel rod at at B…

A: ABC and DC are rigid bars, connected by rollers at C and hinged ends at A and D ABC bar is also…

Q: The lap joint is fastened with four 3/4-in.-diameter rivets. The working stresses are 14 ksi for the…

A: Given Shear stressτ=14ksi=14000psiBearing stress σb=18ksi=18000psiDiameter,d=34inThickness,t=78in To…

Q: The two bars are used to support load P. When unloaded, joint B has coordinates (0, 0). After load P…

A: Given data; a=17ft b=34ft c=12ft d=24ft coordinate position=(-0.51in,-0.14in)

Q: The force P is applied at d = 50 mm from the bottom as shown. Compute the normal stress at section…

Q: Q: - Analysis the beam shown below by the method of consistent deformation. El = constant A दे * 20…

A: A continuous beam fixed at C and roller supported at A and D. The beam is loaded with 20kN/m UDL…

Q: 50 lb-ft T2 (1) 30 lb-ft A (3) B C D Assume for the above sketch that the shaft is restrained from…

Q: internal forces of the truss shown. Use L = 1.5 m and 4L 3L 3L 3L 1 P 20 30 4 6 3P P 3P L₁ X

A: L = 1.5 mP = 5 kn

Q: A weight W= 120 kN is being supported by steel sections with force T, force F, and force C. The…

Q: Question 3: The cantilever beam in the figure is the result of joining three parts with nails. has…

Q: The given figure(all dimension are in mm) shows an thin T section of beam. 100 mm . P • 10 <--20 num…

A: Given- T section of the beam as shown- Shear stress at Q=?

Q: Determine the normal stress at A and B in member CD. Pins C and D are at the centroid of the T secti…

Q: The T section shown in Fig. is the cross-section of a beam formed by joining two rectangular pieces…

A: Given : Max. shearing force in beam = 60kN This is a problem of solid mechanics where we are asked…

Q: Find Member GN, FB and DE

A: To Determine Internal force in members GB, FB and DE. Correction in question :- Instead of GN which…

Q: Determine the reactions at the fixed support A, rocker C, rocker E and pins B and D. 27.4 32.6 23.4…

Q: 4. A force Q is applied to a rectangular member with a size of 3oomm x 450mm. Q is located 37.5mm…

A: Applying Bending stress and Direct stress concept Q load is applied with ecentricity on both axis…

Q: The 60mm diameter steel shaft is subjected to the torques shown. Draw the FBD using double arrow…

Q: Link BD is a 1-in. bar. wide and ½ in. of thickness. Knowing that each pin has a diameter of ⅜ in.,…

Q: The frame below is subject to an applied load of X = 8 kN. Assuming the frame dimensions A = 3 and B…

A: Given:- a truss as shown below X= 8kN A= 3m B= 2.4m

Q: Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 12 MPa.…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

A vertical flexural member is shown. If F1=6 kips, F2 16 kips, and F3= 9 kips, determine the normal stress o, at point H.
34 in.
F2
F
下
18 in.
12 in.
H.
F3
6 in.
56 in.
H|K
3.25 in.
K
O 283 psi
O 237 psi
O 205 psi
O O psi
O 264 psi

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

QUESTION 2 Determine the force in member CD using method of section of the truss shown if: P= 522 Kn Q= 693 Kn N= 301 Kn M= 242 Kn Use 2 Decimal places. If the member is in compression you need to include the negative (-) sign in your inputted answer. Do not include the unit in inputting your answer. P 6 m 3 m 3 m 6 m 6 m M
A force P of magnitude 1,100 N is applied to the pedal shown satisfies a shearing stress in the pin is 42 MPa. a. Determine the reaction (in N) at the hinge at C. b. Determine the diameter of the pin at C in mm. c. Determine the corresponding bearing stress in the pedal at C in MPa. d. Determine the corresponding bearing stress in each support bracket at C in MPa. 9 mm H 11€ |||| 5 mm A 75 mm 125 mm B C 300 mm PI D
Question 8 of 9 A Determine the forces in members BC and CG. The forces are positive if in tension, negative if in compression. 12 kips Answers: BC = CG= 15' i B 11' 15' C 15' D F 66° E kips kips
Determine the location of the shear center for the following section. Determine the shear stress at point A, if a 20 kN (downwards) shear load is applied at the shear center. Given: h1 = 25 mm h = 100 mm b = 50 mm Thickness = 4 mm. V ke- A |▬▬b▬|| h₁
Solve clearly and do not use handwriting if possible| ᴅʏʙᴀʟᴀ ?✨؛
A joint in a wooden structure shown has an applied loadF = 50 kN along the axis of the slanted member with anangle of 30°. Determine the bearing stress developedalong the plane ABC.Answer: σb ___________________
Determine the force in member CG. The force is positive if in tension, negative if in compression. Assume F1 = 12 kips, F2 = 9 kips, F3 = 12 kips. %3D н 10° G 10' F 10' E 10' A B F, F, F, Answer: CG = i kips %3D
Determine the shear stress at point B on the web of the cantilevered strut section a-a if P1 = 2.5 kN, P2 = 5.7 kN and a = 45 mm. Express your answer in MPa. P1 P2 250 mm 250 mm 300 mm a 20 mm 70 mm 20 mm B
Compression member AB is used to hold up the 355 x 560-mm rectangular plate. If the compressive force in the member is 250 N for the position shown, determine the magnitude of the projection of this force (as it acts at point A) along diagonal OC. 355 136% 395 400 160 Answer: Foc= i 108 C B Dimensions in millimeters 145 N
3. The beam is subjected to a shear of V=4 kN. Determine the average shear stress developed in each nail if the nails are spaced 100 mm apart on each side of the beam. Each nail has a diameter of 4 mm. 100 mm 25 mm 125 mm 75 mm 25 mm 75 mm -75 mm P25 mm
QUESTION: Can you please explain where did the "10" from 8/10 and 6/10 came from?
Determine the shear stress in plane AB of the beam section shown if it is subjected to a shear force V. Assume that the neutral axis passes through the A-B axis. Usar los siguientes datos: H1 = 15 in. H2 = 20 in. H3 = 8 in. W = 22 in. H2 H3 V = 300 Kips H1