90 kips 60 kips 6 kips/ft C D E F 6 ft 6 ft 6 ft 6 ft 12 ft 6 ft

■ Determine the maximum T of the structural arrangement as shown below (S275). T I 25 25 25 25 25 12 TYPICAL 20 mm THK PL 50 30 30 30 50 T

3. Submissions must be in pai or jpeg PROBLEM 1: The frame shown is supported with hinges at A and C and a pin at B. Determine the reactions at these supports. A6 On peg wil 800 KN EX tim Im - Im - Iskwilm 300 *** 199 201 4m THE

The sheet metal part has the dimensions shown.Determine the location (x̄, y̅, z̅) of its centroid.

is required to find soil pressure at a depth of 10 ft beneath the interior corner A and exterior corner B of an L- shaped building shown below. The load applied by the structure on the ground surface is 1500 psf and 400 kips and 500 kips at A and B, respectively.

SUBJECT: Theory of Structure Determine the force in each member of the truss shown by the method of joints. Please show free body diagram and handwritten solution. Please make sure it is correct answer. Thank you! Don't use ai!

Hello, please solve the question for the subject of the third structure, civil engineering

Calculate Q for a W10x15 cross section (A992).

Determine the magnitude and coordinate direction angles of F3 so that the resultant of the three forces is zero. a1 = 30° az = 40° F1 Rx 10 F2= R x 100 R:43 Note: R is your class registration number.

9.41" 7.01" Homework #5: Problem 6.4 - Verify the location of the Centroid of the composite welded steel section shape shown below, and then calculate the Moment of Inertia in regards to the X-X Axis PL C15 x 40 W 14 x 90 Section Weight per Area of Number Foot (lb) Section A (in) 11.8 26.5 40 90 C15 x W 14 x Depth of Section d (in) 15 14.02 Flange width bf (in) 3.52 14.52 Web Thickness tw (in) .52 .440 Ixx (in4) 349 999 lyy (in4) 9.23 362 x (in) 778