Determine the LRFD design strength and the ASD allowable strength of sections given. Neglect block shear. A36 steel and 7/8-in Ø bolts 3을 in Testeetete>| All 2 in 2-MC 12 x 40 FIGURE P3-26 1/2 3. 1/2 1/2 1/2

Q: Block Shear The tension member is a PL% x 5% of A242 steel. It is connected to a %-in. thick gusset…

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

Q: x=0.76 inch, determine... 3. The Tensile strength Tn (LRFD) neglecting block shear failure mode

A: Given data W16x 36 3/4 in dia hole

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: Determine the design capacity of the given tension member. Assume that the slenderness requirement…

A:

Q: Determine the controlling (lowest) net area of the member. X = 2.69 Y = (6-2.69)/2 Z=0,7 Y" -X Y" 5…

A: Controlling net area

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: der the 7-in.-wide an d drilled holes for 3/4" A36, calculate the All- member. What is the he…

A:

Q: The truss diagonal member consists of a pair of angles L5x3/₂2x1/2 that are loaded in tension. The…

A: Answer  we are given L 5 x 312 x 12 bolt diameter = 7/8 in A 36 steel member we know that the design…

Q: USE NATIONAL STRUCTURAL CODE OF THE PHILIPPINES 2015

A: Given that -    To determine the  net area for the plate shown in figure .   (a)   Ag = 2400×14…

Q: 7. Compute the tensile capacity for the A36 steel plate shown. Bolts are 7/8 in diameter. Neglect…

A: For A36 steelUltimate Tensile Strength, fu = 58,000 psiYield Tensile Strength, fy = 36,300 psiThe…

Q: 18" KA 1¼" O (3)-1" bolts Xplate

A:

Q: CLO3: Determine the tensile capacity of the 1/2-in. by 7-in. plate shown in Figure bellow. The…

A: Given: The cross-section of the plate is ½ in x 7 in. The diameter of the bolt is 6/8 in. The value…

Q: Determine the nominal block shear strength of the tension member.

A:

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: ーL7x4x} 1号in。 3 in 2号in 3 in 4 2 in

A:

Q: Compute the net area. The tension member shown in Figure P3-14 contains holes for 1-in Ø bolts.At…

A: Given:- diameter = 1in To find:- net area

Q: Determine the LRFD design tensile strength of the bolted connection shown. The angles are connected…

A: Given dia of bolt=16 mm fy =250 fx =405 diameter of hole=16+2                           =18 mm

Q: Required: block shear strength of the gusset plate.

A: Plate 6 x 1/2 weld length in shear = 71/2 weld length in tension = 6 in thickness of plate t = 1/2…

Q: Investigate both the tee and the bolts in the hanger connection in Figure . Include the effects of…

A: Solution a. Use LRFD. b. Use ASD.

Q: a 3" oj ob C" OC 5" of od 3" e = 4" A" B" | A" B" A" B" The holes are for 1-inch-diameter bolts.…

A:

Q: Determine the factor of safety with an applied load of 500 kN. The six bolts are in single shear…

A: d = 32 mmPa = 500 kN

Q: 3-21./ Determine the effective net area of the L8 X 4 x ½ shown in Fig. P3-21. Assume the holes are…

A:

Q: snip

A: Let us analyse the question in step 2.

Q: Problem # 8.0 The tension member shown is a C12 x 20.7 of A572 Grade 50 steel. Will it safely…

A: The channel section used = C12 × 20.7 The steel used = A572 grade 50 steel The magnitude of the…

Q: Problem # 6: The figure showsa rooftrussand the detail of connection at joint I. The allowable…

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: Determine the LRFD design strength and the ASD allowable strength of sections given. Neglect block…

A: Answer  We know that minimum strength given by gross section yielding or Net section ruture strength…

Q: Since  the reaction force at point A is 8975 #, The reaction force at point H is 7625#, the stress…

A: Given Data: The reaction force at point A is RA=8975 lbs. The reaction force at point H is RH=7625…

Q: 1. The tension member is a PL 1/2 x 10, and the steel is A36. The bolts are 5/8-inch in diam a. Draw…

A: Diameter of bolt=5/8 in Thickness of plate=1/2in To find effective net area

Q: Determine the smallest net area of the tension member shown in the figure. The holes are for 3/4-in…

A: here given double angle sec  so please keep this in mind for no. of bolt  in net area calculations…

Q: 2. Compute the maximum acceptable tensile service load the angle in Problem (1) may carry when…

A:

Q: Compute the nominal block shear strength.

A: Solution: Given, WT18 X 13 Properties of WT18 X 13 Depth = 7.85 in Flange thickness == 0.345 in Web…

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