# 3) GIVEN: FIND: Ix and Iy of the plate with the (2) 2-inch boles removed, がわーダー 10" 18" +9"-

Q: What is the Nominal Shear Capacity of the following shear splice 3/4" A325N bolts W18x35 W24x55 F1…

A: Anb = 3.14 x (3/4)2 = 1.76625 sq inch fu = 105ksi FOS = 1.25

Q: The tension member shown contains holes for M20 bolts. At what spacing (mm), s, will the net area…

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Q: Compute the available block shear of the gusset plate a) Per LRFD b) Per ASD

A: The gusset plate given as belowNeed to findAvailble block shear failure (a) Per LFRD(b) per ASD

Q: The tension member shown contains holes for M22 bolts. At what spacing (mm), s, will the net area…

A:

Q: Pu 2. A 12mmx400mm steel plate has staggered holes arranged as shown. "b" 100mm 100mm 100mm 60 mm…

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Q: 3-21) Determine the LB x 4 x 1/₂2 (and) (4.62 in a 3in If 3m LOx 4 x 1/2 O H 6 effecture not ana of…

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Q: The tension member is a PL.3 x 5% of A242 steel. It is connected to a 3-in. thick gusset plate, also…

A: PL 3/8 x 5 1/2 A242 steel3/8 in. thick gusset plate, also of A242 steel, with 3/4-inch diameter

Q: (1) 1.5 2,25 2.25 O O H 2/4 214 214 Isl 2.5" 44 L6x4x3/4" with bolts. Ag = 6.94 in ² An- ? 7/8"

A: Given Data: The data is given as: Gross area (Ag)=6.94in2Bolt diameter (db)=78inNominal hole…

Q: Determine the net area for the plate PL // x9 with 3/4 in bolts indicate which area controls

A: Diameter of bolt = 3/4 in Number of bolts, n= 6 Size of plate = 1/2' * 9' It is asked to determine…

Q: addition to the members in the upper and lower cord, what other members were post-tensed (see…

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Q: Verify the value of ry given in Part 1 of the Manual for the double-angle shape 2L5x31⁄2 x 1⁄2 LLBB.…

A: Calculate the moment of inertia about y-axis: Where; I is the moment of inertia about the y-axis A…

Q: Compute A,, and A, for a 14-in.-wide and ½-in.-thick plate subject to tensile loading with staggered…

A: Given : Width = 14 inches Thickness = 1/2 inches Compute An and Ae for the given plate ?

Q: H Y G 30 kips - 20 30 kips C 40 kips 40 kips 40 kips 50 kips 70 kips

A:

Q: Determine the force in members FI, EG, FG, GI, JL, KM, JK, JH, GH and HI using Method of Sections.…

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Q: Draw a complete, clearly labeled, FBD of member AE.

A: Draw a complete, clearly labeled, FBD of member AE.

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.