dead load = 50 kips, live load = 100 kips, and wind load = 45 kips. The member will be connected through one leg with 1-inch diameter bolts in two lines. There will be four bolts in each line. The member length is 20 feet.( Use LRFD) Bolt lines)

dead load = 50 kips, live load = 100 kips, and wind load = 45 kips. The member will be connected through one leg with 1-inch diameter bolts in two lines. There will be four bolts in each line. The member length is 20 feet.( Use LRFD) Bolt lines)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.4.2P

See similar textbooks

Related questions

Q: Q2: For a certain river, the following data were obtained for the cross section at a selected…

Q: - The water velocity near the river surface is 6 ft/s, and the pipe inlet is placed in th al to the…

Q: on of water to take advantage of the dynamic pressure. open to the atmosphere and the river is open…

Q: Calculate the horizontal force P required to raise the 112-kg load. The coefficient of friction…

Q: (a) Draw the influence diagram for the force in member CG. Plot tension as a positive value. Label…

Q: How do I solve this using Mohr’s Circle

Q: ASP is used to treat a waste water flow of 2MLD having BOD5 of 250 mg/lit. The biomass concentration…

A: Answer We are given Waste water flow = 2 MLD Influent BOD5 = 250 mg/lit Biomass in the aeration…

Q: . Locate the centroid (XCM, YCM) of the shaded area. 2 in. 1 in. 3 in.3 in. 3 in.

Q: If the area of the 1890.00 m², and one of the sides of the lot has a bearing of north 45° east (N…

A: An equiangular triangular lot is given The area of the lot = 189000 m2 One side of the lot has a…

Q: 8-89 Water at 15°C is drained from a large reservoir using two horizontal plastic pipes connected in…

A: We have to detemine the dscharge rate from the reservoir.

Q: An isolated T-beam is used as a walkway. The beam is simply supported with an effective span of 6 m.…

Q: A circular, downward water jet impacts a horizontal plate as shown in the figure below. The exit…

A: A vertical downward jet flow from the pipe impacts a plate kept at a certain distance. The velocity,…

Q: 1. y=kx4 le b Find the moment of inertia of the shaded area with respect to the x-axis.

A: A curve y = kx4 is given and an area is shaded between the x-axis and the curve. The shaded area is…

Q: For questions 1 to 5, consider a bent rod fixed at the wall at A and is acted upon by a 20- N force…

Q: Q- For a culturable command area of 1000 hectares with intensity of irrigation of 70%, the duty on…

A: Given- CCA=1000 ha, Intensity of irrigation I=70%, Duty D=1500 ha/cumec, Losses=25%,

Q: Q3/ For the land shown below, if the length of squares is (20m) and the scale is (1:500). Find: 0 1-…

A: using approximation interpolation method

Q: Assuming a surface temperature of 60 °F and a linear geothermal gradient of 30 °C/km, what is the…

A: We Know, Linear Geothermal Gradient =Temperature at a depth - Surface Temperature Depth.It is Given…

Q: If F=126N, 0y = 60°, then Fy = N.

Q: Determine moment of inertia of the circular area given below with respect to the x and y axis. Begin…

Q: The area of a plan of an old map of scale 1 cm = 10 m is now measured as 90.5 cm². The plan is found…

Q: When and why was the seed drill invente

A: Context: Seed Drill

Q: Calculate shear force and draw SFD and BMD using Moment Distribution Method

Q: Determine the x-andy-coordinates of the centroid of the shaded area. 12 Answers: (X.)-( -13- Jin

Q: 13. Refer to the following channel cross section. Determine channel dimensions by scale. (a) What is…

A: Since, the scaling is difficult on image as it can be enlarged or reduced as than it is in actual.…

Q: Assignment -2: If the pressures at pipes 1 and 4 are 30 kPa and 120 kPa respectively, determine the…

Q: A rectangular footing 1 m x 2 m is placed at a depth of 2 m in a saturated clay behaving an…

A: Given- Rectangular footing size 1 m×2 m, Depth=2 m, UCS=100 kN/m2, It is needed to find the net…

Q: Oil flows through a 200 mm diameter horizontal cast iron pipe (friction factor f = 0.0225) of length…

Q: The result of the liquid limit tests where N is the no of blows and w is the water content in % are…

A: Given Trial no. of blow (N) water content (w)% 1 11 53.9 2 15 50.6 3 23 48.1 4 30 46 5…

Q: Question 8 In a two-dimensional field the velocity of fluid flow is given byv = (y³ - 5x²y)i +…

A: Given: In the two-dimensional field the velocity of fluid, v→=y3-5x2yi+3Cxy2j

Q: The structural system below using rotational spring + hinge support at joint A and rotational spring…

A: reestablishing force = applied second or force reestablishing force 'T1 = 2Kphi2 +Kphi1' applied…

Q: An artesian aquifer 25-m thick has a porosity of 17% and bulk modulus of compression 2400 kg/ cm².…

Q: Question Water is injected in a soil mass of 45 cm thickness under a hydraulic head of 34 cm. What…

A: Given- Thickness t=45 cm, Head h=34 cm, Time t=5 days, Coefficient of permeability- k=2×10-4 cm/s,…

Q: Knowing that P = 5.4 kN, determine the factor of safety for the structure shown. Use E = 202 GPa and…

A: Answer Let us first resolve the inclined force into its horizontal and vertical component and find…

Q: Ex. A 100 m wide and 3.0 m deep river has an average bed slope of 0.0005. Estimate the length of GVF…

Q: A distance measured 32 times using the same equipment and procedures, yielding a mean value of…

A: A distance is measured 32 times using the same equipment and procedures. Mean Value = 120.12…

Q: A simple beam of 15ft span has a concentrated live load of 15kips at its mid-point. The beam also…

A: Given: span = 15 ft LL = 15 kips (at mid-point) UDL: DL = 3 kip/ft LL = 1 kip/ft Braces at every 5…

Q: 4. On Saturday, September 24, 2005 at the Phillip 66/MillerMart on W. 6th St. the fuel tank shown…

A: The reason behind the floating of a tank: The tank is buried in the ground, it is found that due to…

Q: Q- A rectangular open channel of 6 m width is carrying a discharge of 20 m³/s. Consider the…

Q: Determine the RL of the top of a transmission tower from the following observations. Also determine…

Q: REACTIONS

Q: 6. Gilligan is attempting to tunnel off the island. How far below the ground surface can he go…

A: Heaving: Heaving is the upward movement of the soil or clay that occurs when the soil is swelled…

Q: A highway designer wants to introduce a spiral curve system into a new design that has a V = 100…

A: Given, V = 100 kmph n = 4 R = 1200 m

Q: Oil flows through a 200 mm diameter horizontal cast iron pipe (friction factor f = 0.0225) of length…

A: Given data- Diameter D=200 mm =0.2 m, Friction factor f=0.0225, Length L=500 m, Flow Q=0.32 m3/s,…

Q: Problem 11.12 - Use Mohr's circle to determine the principal moments of inertia and principal axes…

A: In this we first calculate following moment of inertia Ix, Iy, and Ixy To determine principal moment…

Q: At the outfall from a lake into a steep channel, the channel is of trapezoidal section with a base…

A: Given, b = 6 m m = 2

Q: Explain (in short answer) how the dimensions of metric modular block, brick, and rigid insulation…

A: Masonry Cavity Wall: A masonry cavity wall is a wall that is made by composing two separate masonry…

Q: Problem 2.y For the beam loaded as shown below, by the area-moment theorems, (AMM or AMT), determine…

A: Given To Find Slope and deflection at point A and C

Q: What are the difference between the exact and approximate methods of analyzing structures. When can…

A: This question is related to the Method of analysis of structure from Structure analysis. In this…

Q: Q.17 For a liquid velocity u varies with y as follows U = 3y - 6y² 2 U = m/s and y is in meter for Y…

A: Given data- Velocity variation- U=3y-6y2, Viscosity- μ=1 poise, To Find- The shear stress in the…

Q: A 50.0 kg crate is being pulled by a rope as shown. The height and the width of the block are 0.450…

Question

Select a single-angle tension member of A36 steel to resist the following service loads:
dead load = 50 kips, live load = 100 kips, and wind load = 45 kips. The member will be
connected through one leg with 1-inch diameter bolts in two lines. There will be four bolts
in each line. The member length is 20 feet.( Use LRFD)
Bol: lines

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0.a) Determine the design tensile strength of the section based on yielding of the gross area.b) Determine the critical net area of the connection shown.
A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. Determine the critical net area of the connection shown. Determine the design tensile strength of the section based on yielding of the gross area.
Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.
A bolted connection shown consists of two plates 300mm x12mm connected by 4 - 22 mm diameter bolts. Edge distances = 75mm dhole for tensile and rupture = db + 3 mm dhole for bearing strength for Lc = db + 1.5 mm Fy = 248 Mpa Fu = 400 Mpa Fn = 330 Mpa Use LRFD design method. Determine the design strength due to the gross yielding of plates. (kN)
The tension member shown in figure below is a PL ½ x 8 of A36 steel. The member is connected to a gusset plane with 1 ⅛ inch-diameter bolts. It is subjected to the dead and live loads shown. Does this member have enought strength? Assume that Ae=An. a. Use LRFD b. Use ASD
A 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member carries a service loads of dead load of 110 kN and a live load of 100 kN. 40, 80 , 40 , 40, 80 40 1625 mm 16 mm 1625 mm Fy 248 MPa Fu = 400 MPa Diam. of bolts = 16 mm Fnv = 300 MPa O Determine the nominal strength for one bolt due to shear. O Determine the nominal strength for one bolt due to bearing strength of the connection. ® Determine the number of bolts required for the connection.
A C8 × 11.5 is connected to a gusset plate with 7⁄8-inch-diameter bolts as shown in the Figure . The steel is A572 Grade 50. If the member is subjected to dead load and live load only, what is the total service load capacity if the live-to-dead load ratio is 3? Assume that Ae = 0.85An.a. Use LRFD.b. Use ASD.
A tie member of a roof truss consists of 21SA 100 x 75 x 8 mm. The angles are connected by fillet weld as shown in figure on either side of a 10 mm gusset plate and the member is subjected to a factored pull of 450 kN. Take size of weld as 6 mm and connections are made in workshop. [Use Fe410 grade of steel] 75 m L. C. = 31mm 16A (100 x 75 x 8) mm Choose the nearest correct statements: L1 = 390.5 mm L1 = 195.25 mm Correct Option L2 = 87.75 mm Correct Option L2 = 175.5 mm
3. A plate with width of 300mm and thickness of 20mm is to be connected to two plates of the same width with half the thickness by 24mm diameter bolts, as shown. The rivet holes have a diameter of 2mm larger than the rivet diameter. The plate is A36 steel with yield strength F,-248MPa and ultimate strength F,-400MPa. a. Determine the design strength of the section. b. Determine the allowable strength of the section 24mm 30mm
subject: Steel Design 1. A992 steel is used for the tension member shown. The bolts are 3/4 inch in diameter. The connection is to a 3/8 in.thick gusset plate. a. Determine the nominal strength based on the gross area. b. Determine the nominal strength based on the effective net are.
Tensile Strength A PL 3/8 x 7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3.2-1. The steel is A36. Assume that Ae = An %3D and compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. PL %x7 O o o
The tension member shown in Figure below is a PL 1⁄2 × 8 of A36 steel. The member is connected to a gusset plate with-11⁄8 inch-diameter bolts. It is subjected to the dead and live loads shown. Does this member have enough strength? Assume that Ae = 0.85 An