A steel element with an elasticity modulus of 29,000 ksi, square section with dimensions of 4
In, sectional area of 16 in?, moment of inertia of 21.33 in^ and length /2.
A.
Determine the vertical force (F) necessary for a contraction of 0.02 in. (10 pts.)
B.
If a horizontal force is applied at the end of 5 kips, determine the normal stress by
Bending at point A. (10 pts.)
A Steel Element With An Elasticity Modulus Of 29 000 Ksi Square Section With Dimensions Of 4 In Sectional Area Of 16 I 1 (21.76 KiB) Viewed 13 times
Il. Un elemento de acero con módulo de elasticidad de 29,000 ksi, sección cuadrada con dimensiones de 4 in, área seccional de 16 in', momento de inercia de 21.33 in* y largo Iz. a. Determine la fuerza vertical (F) necesaria para una contracción de 0.02 in. (10 pts.) b. Si se aplica una fuerza horizontal en el extremo de 5 kips, determine el esfuerzo normal por flexión en el punto A. (10 pts.) skus "in F1= 5824 lb Yin 12= 82 inch T3= 2485 lb.ft W4= 285 lb/ft
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!