IF THE DIAMETER OF LONGITUDINAL BARS OF A SQUARE COLUMN IS 16 MM, THE DIAMETER OF LATERAL TIES SHOULD NOT BE LESS THAN.....?

Number of full joints (J1)?

Assuming k = 3000 lb/in2, and considering only the bending stress:What rail type would you recommend if two identical forces of P = 30,000 lb, 70" apart, are applied to it?

RUSH

How much steel would be required (As) in order to make 'a' be the exact flange thickness of a T Beam with the following details: f'c = 3000 psi, fy = 40000 psi, hf = 5 inches, d = 20 inches, b = 48 inches, bw 12 inches, = 8 in^2 15.3 in^2 3.825 in^2 6.375 inches

Using the principles of zero force member, determine which members are zero force members? Assume all joints are equally spaced horizontally and vertically. [Must show work to receive partial credit] P1 ct B E H F J K L P2

Please help with the problem below

UPVOTE WILLE BE GIVEN. OLEASE FOLLW THE INSTRUCTIONS. NO LONG EXPLANATION. PLEASE GUVE ATLEAST 3 DIFFERENT KIND OF TRUSSES WITH ITS SIMPLE, COMPOUND AND COMPLEX.

2. A piece of wood was cut into 3 pieces as shown below and will form into a l-beam section. Planks 1 will be the top and bottom flange members while the Plank 2 will be the web member. A sample l-beam is shown below. In addition to that, a steel plate will be installed (at the center) at the bottom of the l-beam to ensure its strength. Calculate the I subscript x with bar on top end subscript (Moment of Inertia with respect to centroidal x-axis) of the built section. b top flange h bot flange 1 1 3b b 3b 8 4 8 tp Wp Given o b = 2.1 cm h = 36 cm tp = 0.55 cm wp = 21 cm 2. web

Give me right solution according to the question...