Solution to Problem 620 | Double Integration Method

Problem 620
Find the midspan deflection δ for the beam shown in Fig. P-620, carrying two triangularly distributed loads. (Hint: For convenience, select the origin of the axes at the midspan position of the elastic curve.)
 

Beam loaded with symmetrical triangular load

 

Solution to Problem 503 | Flexure Formula

Problem 503
A cantilever beam, 50 mm wide by 150 mm high and 6 m long, carries a load that varies uniformly from zero at the free end to 1000 N/m at the wall. (a) Compute the magnitude and location of the maximum flexural stress. (b) Determine the type and magnitude of the stress in a fiber 20 mm from the top of the beam at a section 2 m from the free end.
 

Solution to Problem 443 | Relationship Between Load, Shear, and Moment

Problem 443
Beam carrying the triangular loads shown in Fig. P-443.

 

Solution to Problem 442 | Relationship Between Load, Shear, and Moment

Problem 442
Beam carrying the uniformly varying load shown in Fig. P-442.

 

Solution to Problem 419 | Shear and Moment Diagrams

Problem 419
Beam loaded as shown in Fig. P-419.

 

Solution to Problem 417 | Shear and Moment Diagrams

Problem 417
Beam carrying the triangular loading shown in Fig. P-417.

 

Solution to Problem 416 | Shear and Moment Diagrams

Problem 416
Beam carrying uniformly varying load shown in Fig. P-416.