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Q: SITUATION 1 The tension member shown in the figure contains holes for 1-in Ø bolts. At what spacing,…

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Q: 3. Determine the LRFD design tensile strength and the ASD allowable tensile strength for an A36 (Fy=…

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Q: Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A36 steel…

A: Solution: We will consider single section and then double the result. For single section Ag=11.8…

Q: Determine the effective net cross-sectional area of the C12 x 25shown in Fig. P3-18. Holes are for…

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Q: 3. A Channel section is connected to a 10mm gusset plate with 20mm- diameter bolts as shown in the…

A: Consider the given data Grade of steel=A572 Gr 50Member designation=C 12×25Gross area of section,…

Q: Determine the LRFD design strength and the ASD allowable strength of the sections given, including…

A: Consider the free body diagram ;

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

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Q: Find the allowable strength of the following angle section in kips. Neglect block shear. Assume ¼…

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Q: Find the available strength of the S-shape shown. The holes are for ¾-in diameter bolts. Use A36…

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Q: 4. Determine the minimum net area of the angle section having a bolt hole with a clearance of 4mm.…

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Q: Determine the LRFD design strength and the ASD allowable strength of the W16x31 shown including the…

A: Given  W16×31  and Grade of steel = A992 for A992 steel,   yield stress Fy = 50 ksi, ultimate stress…

Q: Determine the available strength of an 8 x 1/2 in. A572 Gr. 50 plate connected with three lines of…

A: Gross area =8×12=4.5 in 2grade =50 Net section area bolt dia =db=7/8 inchNominal head dia…

Q: with staggered bolts. Use A36 ste 50 50 C. D.

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Q: Calculate the shear stress that will need to be developed in the 1 inch diameter bolts, it the…

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Q: The 3/4 in x 15 in plate has staggered holes as shown. The holes are for 7/8 in F bolts. Determine…

A: In the case of staggered bolts, Anet=b×t-nd't+ (s12/4g1)+(s22/4g2)where, b= width of…

Q: 14- The maximum number of bolts that can be accommodated in one row is Boş bırak Карat

A: 3 bolts

Q: a. (Ans. 5.34 in?) - PLx 8 in Ø bolts

A: We are authorized to answer one question at a time since you have not mentioned which question you…

Q: 11) Light gauge steel studs are attached to top and bottom tracks using A) nails. B) self-tapping…

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: ) Determine the smallest net area of the tension member shown. The holes are for 19 mm Ø bolts at…

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Q: Compute the net area. The 1 x 10 plate shown in Fig. P3-10.The holes are for 7/8-in Ø bolts.

A: The calculation of the net area An of the plate is given by -  An  = Bt - nϕht + nss24ghere,B =…

Q: The built-up section shown in Fig. P3-8 for which -in Ø bolts are used. PL를 x 14 WT15 x 45

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Q: ngth of sections shown in the figure. A36 steel and 4-in Ø bolts. -L6x 3를 x 를 2} in 3 in -le le

A: According to given data  Determine the LRFD design strength and the ASD allowable strength of…

Q: 3 in 3 in 8 in |2 in |14 in - PL 1 x 8 The holes are for 3/4 -in Ø bolts

A: The net area at a section is equal to the minus of the gross area of the holes deduction at that…

Q: Determine the LRFD design strength and ASD allowable strength of the sections given. 1. A36 steel…

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Q: Compute the effective net area of the built-up section shown in the figure if the holes are punched…

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Q: Compute the net area of each of the given members.

A: For,WT 15×54,overall depthh=14.9 inwidth of flangeb=10.5 inthickness of flange(tf)=0.76 inthickness…

Q: The tension member shown contains holes for 3/4 –in Ø bolts. At what spacing, s, will the net area…

A: Given data: Nominal diameter of bolt=3/4 inch

Q: Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A C9 x 20…

A: Considering the gross section yielding, calculate nominal tensile strength of the bolt…

Q: Calculate the critical net area (mm2) for the tension member shown. The pitch and the gage are 50 mm…

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Q: Determine the LRFD design strengths ØP and the ASD allowable strengths Pn/ of the following section…

A: Answer (a) We are given W 12 x 30 (Fy = 345 Mpa, Fu = 450 Mpa)  bolt diameter = 22 mm thickness of…

Q: A572 Grade 60 steel is u- each end, and has addition - top. Can this member re l of 320 kips?

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Q: The diameter of the holes in the connection below is 20mm. The steel plate is made up of 10mm x…

A: Given Data; connection below is 20mm; A36 steel

Q: An air chamber is held together by bolts. d = 20 cm, D = 40 cm. A-A: 20 bolts, Drolt = 2.5 cm. %3D…

A: Given : If 2.5cm of 20 bolts are able to hold at A-A. D=40cm, d=20cm,  D=2d

Q: Determine the effective net area of the L7 x 4 x1/2 shown in Fig. P3-21. Assume the holes are for…

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Q: Problem 4: In the tension member connected to a gusset plate as shown below. Determine the value of…

A: Width of member (B) = 400 mm Thickness of member (t) = 12 mm  Diameter of bolt (d) = 30 mm  From…

Q: 20 find the required fillet welds size if the alloweble shearstress is (9.4kN/km²) forthe figure…

A: C.G of the weld on X axis  x=190×95+190×95+250×0190+190+250=57.3 mmand on y axis    y=2502=125…

Q: Spacing of the bolts if the shear force resisted by each bolt is 30 kN:

A: Given: An I beam of cross sectional properties carrying an udl of intensity 15 kN/m. The span of the…

Q: 3) Determine the number of M24 Grade 10.9 bolts required to develop full yielding capacity of the…

A: Solution: Given: UPN 300 member: h = 380 mm, A = 5880 mm2, tw = 10 mm M24 bolts, d = 24 mm do = 26…

Q: A gusset plate is bolted to a larger plate by for 22-mm-diameter bolts arrange as shown, separated…

A: The given data is: Diameter of bolt=22 mm r1=r4=80+40=120 mm r2=r3=80+40=120 mm n=4

Q: Calculate the capacity of the shear connection below. A36 Plate: Fyp= 248MPa, Fup= 400MPa. A992…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A W18 x 40…

A: Given data:- Beam section W18×40 Grade of steel A992 Diameter of bolts, d=1 in Number of bolts = 8…

Q: the connection due to shear of The 175 x 100 x 16 mm angle shown in the figure 3.28 connected to a…

A: Given, Properties of 175×100×16A=4181 mm2A 36 steelFy=289 MPa Fu=332 MPa t=17 mm Properties of A 490…

Q: Determine the effective net area of the W16 × 40 shown in the figure. Assume the holes are for…

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Q: in Ø bolts B-1

A: To find the net area-

Q: Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A36 steel…

A: Given data:-⇒A36 steel⇒Fy= 36 ksi⇒Fu=5.8 ksi⇒L6×312×38⇒Ag= 3.42 in2⇒X= 0.787 in⇒Diameter of bolt =…

Q: Compute the effective net area of the built-up section shown in Fig. P3-19 if the holes are punched…

A: Calculation of net area (An): The given member of C10x25 is given below:

Q: Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A WT8 x 50…

A: Given, WT 8 * 50 of A992 steel: Fy = 50 ksi Fu = 65 ksi 2 lines of 7/8 in dia bolts, 4 in a line and…

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

A: Data Given: Asked: LRFD Design strength ASD Allowable strength