Skip to main content
HomeMATHalinoEngineering Math Review
  • Home
    • Recent
    • Glossary
    • About
  • Algebra
    • Derivation of Formulas
    • Engineering Economy
    • General Engineering
  • Trigo
    • Spherical Trigonometry
  • Geometry
    • Solid Geometry
    • Analytic Geometry
  • Calculus
    • Integral Calculus
    • Differential Equations
    • Advance Engineering Mathematics
  • Mechanics
    • Strength of Materials
    • Structural Analysis
  • CE
    • CE Board: Math
    • CE Board: Hydro Geo
    • CE Board: Design
    • Surveying
    • Hydraulics
    • Timber Design
    • Reinforced Concrete
    • Geotechnical Engineering
  • Courses
    • Exams
    • Old MCQ
  • Forums
    • Basic Engineering Math
    • Calculus
    • Mechanics
    • General Discussions
  • Blogs

Solution to Problem 513 | Flexure Formula

Problem 513
A rectangular steel beam, 2 in wide by 3 in deep, is loaded as shown in Fig. P-513. Determine the magnitude and the location of the maximum flexural stress.
 

Rectangular steel simple beam beam

 

  • Read more about Solution to Problem 513 | Flexure Formula
  • Log in to post comments

Solution to Problem 512 | Flexure Formula

Problem 512
The circular bar 1 inch in diameter shown in Fig. P-512 is bent into a semicircle with a mean radius of 2 ft. If P = 400 lb and F = 200 lb, compute the maximum flexural stress developed in section a-a. Neglect the deformation of the bar.
 

Circular bar bent into a semi-circle

 

  • Read more about Solution to Problem 512 | Flexure Formula
  • Log in to post comments

Solution to Problem 511 | Flexure Formula

Problem 511
A simply supported rectangular beam, 2 in wide by 4 in deep, carries a uniformly distributed load of 80 lb/ft over its entire length. What is the maximum length of the beam if the flexural stress is limited to 3000 psi?
 

  • Read more about Solution to Problem 511 | Flexure Formula
  • Log in to post comments

Solution to Problem 510 | Flexure Formula

Problem 510
A 50-mm diameter bar is used as a simply supported beam 3 m long. Determine the largest uniformly distributed load that can be applied over the right two-thirds of the beam if the flexural stress is limited to 50 MPa.
 

  • Read more about Solution to Problem 510 | Flexure Formula
  • Log in to post comments

Solution to Problem 509 | Flexure Formula

Problem 509
A section used in aircraft is constructed of tubes connected by thin webs as shown in Fig. P-509. Each tube has a cross-sectional area of 0.20 in2. If the average stress in the tubes is no to exceed 10 ksi, determine the total uniformly distributed load that can be supported in a simple span 12 ft long. Neglect the effect of the webs.
 

  • Read more about Solution to Problem 509 | Flexure Formula
  • Log in to post comments

Solution to Problem 508 | Flexure Formula

Problem 508
Determine the minimum height h of the beam shown in Fig. P-508 if the flexural stress is not to exceed 20 MPa.
 

  • Read more about Solution to Problem 508 | Flexure Formula
  • Log in to post comments

Solution to Problem 507 | Flexure Formula

Problem 507
In a laboratory test of a beam loaded by end couples, the fibers at layer AB in Fig. P-507 are found to increase 60 × 10-3 mm whereas those at CD decrease 100 × 10-3 mm in the 200-mm-gage length. Using E = 70 GPa, determine the flexural stress in the top and bottom fibers.
 

  • Read more about Solution to Problem 507 | Flexure Formula
  • Log in to post comments

Solution to Problem 506 | Flexure Formula

Problem 506
A flat steel bar, 1 inch wide by ¼ inch thick and 40 inches long, is bent by couples applied at the ends so that the midpoint deflection is 1.0 inch. Compute the stress in the bar and the magnitude of the couples. Use E = 29 × 106 psi.
 

  • Read more about Solution to Problem 506 | Flexure Formula
  • Log in to post comments

Solution to Problem 505 | Flexure Formula

Problem 505
A high strength steel band saw, 20 mm wide by 0.80 mm thick, runs over pulleys 600 mm in diameter. What maximum flexural stress is developed? What minimum diameter pulleys can be used without exceeding a flexural stress of 400 MPa? Assume E = 200 GPa.
 

  • Read more about Solution to Problem 505 | Flexure Formula
  • Log in to post comments

Solution to Problem 504 | Flexure Formula

Problem 504
A simply supported beam, 2 in wide by 4 in high and 12 ft long is subjected to a concentrated load of 2000 lb at a point 3 ft from one of the supports. Determine the maximum fiber stress and the stress in a fiber located 0.5 in from the top of the beam at midspan.
 

  • Read more about Solution to Problem 504 | Flexure Formula
  • Log in to post comments

Pagination

  • First page « First
  • Previous page ‹ Previous
  • Page …132
  • Page 133
  • Page 134
  • Page 135
  • Current page 136
  • Page 137
  • Page 138
  • Page 139
  • Page 140 …
  • Next page Next ›
  • Last page Last »

Recent Posts

Hydraulics: Rotating Vessel
8 months 2 weeks ago
Inverse Trigo
1 year 1 month ago
Nine cities served by two competing airlines
1 year 1 month ago
General Solution of $y' = x \, \ln x$
1 year 3 months ago
engineering economics: construct the cash flow diagram
1 year 3 months ago
Spherical Zone with Manim
1 year 4 months ago
Cylindrical Surface with Manim
1 year 4 months ago
MATHalino logo made with Manim
1 year 5 months ago
Lipat Bahay - Moving a Simple Drupal Site from One Server to Another via SSH
1 year 5 months ago
Copy Files Using SCP Command
1 year 5 months ago

Active forum topics

  • Hydraulics: Rotating Vessel
  • Inverse Trigo
  • General Solution of $y' = x \, \ln x$
  • engineering economics: construct the cash flow diagram
  • Eliminate the Arbitrary Constants
  • Law of cosines
  • Maxima and minima (trapezoidal gutter)
  • Special products and factoring
  • Integration of 4x^2/csc^3x√sinxcosx dx
  • application of minima and maxima
More

New forum topics

  • Hydraulics: Rotating Vessel
  • Inverse Trigo
  • General Solution of $y' = x \, \ln x$
  • engineering economics: construct the cash flow diagram
  • Integration of 4x^2/csc^3x√sinxcosx dx
  • Maxima and minima (trapezoidal gutter)
  • Special products and factoring
  • Newton's Law of Cooling
  • Law of cosines
  • Can you help me po to solve this?
More

Recent comments

  • Hydraulics: Rotating Vessel
    Determine the least depth…
    8 months 1 week ago
  • 1005 Finding the depth of well by dropping a stone | Rectilinear Translation
    Solve mo ang h manually…
    8 months 3 weeks ago
  • 1005 Finding the depth of well by dropping a stone | Rectilinear Translation
    Paano kinuha yung height na…
    8 months 3 weeks ago
  • 305 Minimum Diameter of Steel Shaft With Allowable Angle of Twist
    It's the unit conversion…
    9 months ago
  • Inverse Trigo
    Refer to the figure below…
    8 months 4 weeks ago
  • Solution to Problem 686 | Beam Deflection by Method of Superposition
    Yes.
    1 year ago
  • Solution to Problem 686 | Beam Deflection by Method of Superposition
    Sir what if we want to find…
    1 year ago
  • Problem 513 | Friction
    Hello po! Question lang po…
    1 year 1 month ago
  • Solution to Problem 104 Normal Stress
    400000=120[14π(D2−10000)]
    (…
    1 year 2 months ago
  • General Solution of $y' = x \, \ln x$
    Use integration by parts for…
    1 year 3 months ago
Home • Forums • Blogs • Glossary • Recent
About • Contact us • Terms of Use • Privacy Policy • Hosted by Linode • Powered by Drupal
MATHalino - Engineering Mathematics • Copyright 2025 Jhun Vert • All rights reserved