Problem 4: In the tension member connected to a gusset plate as shown below. Determine the value of b sothat the net width along the rivets 1-2-3-4 is equal to the net width along 1-2-4. Then solve for the mostcritical net area. Use 30 mm diameter bolts and Table 510.3.3 for Nominal Hole Dimensions, mm.Gusset plateb100mm400mm100mm-100mm+12mm60mm2150mm

Answered: Image /qna-images/answer/47243522-3c88-47f4-8411-4ca96ab1708b.jpg

Answered: 14: In the tension member connected to…

Engineering

Civil Engineering

14: In the tension member connected to a gusset plate as shown below. Determine the valu

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.5P

See similar textbooks

Related questions

Q: A shaft composed of segments AC, CD, and DB is fastened to rigid supports and loaded as shown in…

Q: DY *5-72. Determine the components of reaction at the ball- and-socket joint A and the tension in…

Q: 6. Determine the support reactions of the plane frame as shown in Figure 6 (Answer for P=5, Ro=98.25…

Q: a floor subjected to permanent and variable actions of gl= 6.00 kn/m2 and qk=2.50 kn/m2. calculate…

A: b1 = 5/2 = 2.5m b2 = 4/2 = 2m

Q: An extruded beam has the cross section shown. Determine the location e of the shear center O. 5 mm C…

Q: Using Cantilever Method, find the reactions at A, B, C and D. All sections have the same cross…

A: Assumptions in cantilever method 1) point of contra flexure is assumed to be occur at midpoint of…

Q: beam shown in the figure below using Kani's method

A: The given beam is continuous with fixed ends. Kani's method is used to analysis indeterminate beams

Q: 2. The beam with cross-section shown carries a uniformly distributed load of intensity w over its…

A: Determine udl w=?

Q: В. fmi. support ts due to the water pressure- A

A: Given:- b=1.5m radius=3m To find:- reactions at support

Q: At room temperature, a 0.6-mm gap exists between the ends of the rods as shown in Figure Q2 (a). At…

Q: Find the value of modulus of elasticity if bulk modulus is 62 MPa and poisson ratio is 0.42

Q: A tacheometer was setup at station P and observations were taken on a staff held at Q and R.…

A: Given data,

Q: Two men are pulling a boulder with mass 500 kg along a river. The cable connected to the first man…

Q: Discharge (Y cumec) and Stage (x m)

A: X Y X Y X Y X Y 24 1576.86 9 247.26 18 905.7 19 1004.66 8 199.9 4 62.06 20 1108.78 2 24.1 4…

Q: When the skier reaches point A along the parabolic path shown, he has a speed of 2 m/s which is…

Q: Using Cantilever Method, find the reactions at A, B and C. All sections have the same cross…

A: Solution: Given:

Q: A curve in a road forms part of a horizontal circle. As a car goes around it at constant speed 15.0…

Q: Solve the reactions for the frame and draw the shear & moment diagram for each member. Calculate…

Q: 2. For the following passing lane segment of a two-lane highway (US 97 north of Chemult), there are…

A: Solution: Given: Two lane highway: Flow rate at capacity = 600veh/hr Determine the segments such as:…

Q: Determine the shear value (kN) when x = 3m from the left side of the beam where: L = 5.9 m; Wo = 128…

A: step 1-

Q: The following table shows the results obtained from Wash Test done on samples of fine aggregates.…

A: Given data of Wash Test :- Weight (gms) Empty pan 96 Before washing:- Pan+Dry…

Q: hydraulic radius (in m) for a depth of flow of A trapezoidal channel is 10.0 m wide at the base The…

Q: The members of the structure in figure below weigh 200 lb/ft. Determine the smallest diameter pin…

Q: d (mm) P(kN) Q(N) Oallow (MPa) s (%) 20 18 80 12 40 1 (a) The structure shown in Figure Q3 is…

Q: Draw the deformation shape H.W 18KN/m 40KN B. 1.5 4m 3m Fig.(3) B. 100 kN- 3 m 2 m 3 m El = CORSiant

A: Only deformation shapes are attached as per asked details.

Q: A boat with mass 250 kg, including passengers, has an engine that produces a net horizontal force of…

A: We know that Force = mass * acceleration acceleration is in m/s^2 Mass=kg Force is in N

Q: 5 kg of soil is at natural water content of 3%. How much water (in ml, upto one decimal place)…

A: Given data of soil :- Weight of soil(W) = 5 kg = 5000 gm Natural water content (wn) = 3% = 0.03…

Q: The beam with cross-section shown carries a uniformly distributed load of intensity w over its…

A: Given, There is a two side overhang beam given in the question. Total length of the beam = 4.5m…

Q: A catchment area of 120 sq km has three distinct zones, namely zone A with an area of 61 sq.km and…

A: Given data, Total area = 120 km² Zone A area = 61 km² & Runoff = 52 vm Zone B area = 39 km²…

Q: Solve the given truss. Determine the following: 1. Axial force on DI. 2. Axial force on KO. 3.…

A: Given data,

Q: A catchment area of 120 sq km has three distinct zones, namely zone A with an area of 61 sq.km and…

A: Given data of Catchment :- Total area of Catchment (A) = 120 sq Km There are three distinct…

Q: The offset distance of two points A and B of a simple curve are 2m and 6m, respectively. The chord…

Q: Assume beam B-1 is simply-supported, compute for the maximum moment, M in kN-m due to load…

Q: For the overhanging beam shown, compute the deflection at the right end if P = 1592lb , W =…

Q: fc' fy Mpa Mpa 20.7 289 1. A 6-m simply supported singly reinforced concrete beam is 400mm wide and…

Q: A car weighing 18.0 kN is supported by the piston as shown in the figure on the right. The piston…

A: Solution of given problem of Fluid### mechanics Of all parts###

Q: 4.10 A solid cylinder of length H, diameter D and of relative density S floats in neutral…

A: S = 0.6 To find out the ratio of H to D.

Q: For the overhanging beam shown, compute the deflection at the right end if P = 1060|lb , W =…

Q: gr. 0.88 enters the cylind A, at 0.16 N/s. The 80-m dy flow, determine the a

A: Discharge at A :Q=0.16NsγQ=0.160.99×9810=1.853×10-5m3s

Q: orted beam as shown. e: ere: L1 = 7ft; L2 = 4.2ft; W = 299lbs/ft W L1 R₁ B L2 R₂

Q: Determine the central angle of the first curve Determine the central angle of the 2nd curve…

A: Compound curve: - It is defined as curve which consist two circular curve of different radius.

Q: the bottom of the beam and at asectionofthebeam 0.57 m from the pin if P = 412.2 D

Q: Determine the moment of Inertia along the centroidal x-axis of this built up section,in in^4.…

Q: The rigid AB beam shown in the figure is supported by elastic rods 1 and 2 at points A and B.…

Q: 10–2. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams.…

Q: Estimate the constant rate of withdrawal from a 1375 hectare reservoir in a month of 30 days during…

Q: e concept behin

A: Clay is a fine-grained natural soil material that is rich in clay minerals. When wet, clays become…

Q: A wastewater stream A with 200 m3 /h of flow rate an mixes with stream B having flow rate of 400m3/h…

Q: ic fy Mpa Mpa 20.1 283 1. A 6-m simply supported singly reinforced concrete beam is 400mm wide and…

A: Answer we are given f'c = 20.1 Mpa fy = 283 Mpa Beam span = 6 m b = 400 mm d = 500 mm As = 8*510 mm2…

Q: A ground profile consists of 9.0 meters thick sand soil. Water table is located 4.0 meters below…

Concept explainers

Graphical Methods

The graphical method is a method of solving equations involving more than one variable using the Cartesian coordinate system. In civil engineering, the use of the graphical method is limited to the problems involving two variables. The graphical method has a great impact in solving the questions regarding engineering mechanics.

Question

Problem 4: In the tension member connected to a gusset plate as shown below. Determine the value of b so
that the net width along the rivets 1-2-3-4 is equal to the net width along 1-2-4. Then solve for the most
critical net area. Use 30 mm diameter bolts and Table 510.3.3 for Nominal Hole Dimensions, mm.
Gusset plate
b
100mm
400mm
100mm
-
100mm
+
12mm
60mm
2
150mm

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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 single-angle tension member 175 mm x 100 mm x 18 mm haw two gage lines in its long leg and one in the short leg for 16 mm bolts arranged as shown. Area of the angular section is 4961 mm^2. Use A36 steel Fy = 248 MPa and Fu = 400 MPa. Standard nominal hole diameter for 16 mm bolt = 17 mm. Determine the net area of the angular section. Determine the allowable tension strength of the angular section based on the gross area. Determine the allowable tensile strength of the angular section based on the effective net area. Reduction factor U = 0.75
Determine the effective net area using the U values given on Table 3.2 An MC12x45 is connected through its web with 3 gages lines of 22mm diameter bolts. The gage lines are 76mm on center and the bolts are spaced 80mm on center along the gage line. If the center row of bolt is staggered with respect to the outer row, determine the effective net cross-sectional area of the channel. Assume there are four bolts in each line. Draw the figure first and label it properly. Draw the fracture path using different color or line weights.
Compute the net area. The tension member shown in Figure P3-14 contains holes for 1-in Ø bolts.At what spacing, s, will the net area for the section through two holes be the same as a rupture line passing through all three holes?
Determine the Net Area for the following Plate Section consider all possible Cases. The Plate thickness is 1-in. and the bolts' diameter is 7/8-in. s = 6.0 " g = 2.0 "
An L6 × 6 × 1/2 is used as a tension member, with one gage line of 3/4-in Ø bolts in each leg at the usual gage location (see Table 3.1). What is the minimum amount of stagger, s, necessary so that only one bolt need be subtracted from the gross area of the angle? Compute the net area of this member if the lines of holes are staggered at 3 in. (Ans. s=4.77 in, An = 5.05 in^2)
Compute the net area. The plate 7/8 x 14 shown in Fig. P3-11. The holes are for 7/8-in Ø bolts.
The 7/8 × 14 plate is shown in the figure. The holes are for 7/8-in Ø bolts. Compute the net area of each of the given members. (Ans. 10.54 in^2)
Determine the net area of the 3/8 x 8-plate shown in Fig. 3.2.The plate is connected at its end with two lines of 3/4-in bolts.
Compute the effective net area of the built-up section shown in the figure if the holes are punched for 3/4-in Ø bolts. Assume U=0.90. (Ans. 20.18 in^2)
A staggered riveted connection has rivets arranged as shown below. The plate is 400 mm and 12 mm thick with four bolt holes. The diameter of rivet is 34 mm The diameter of the rivet hole is assumed to be 5 mm larger than rivet diameter. Fy = 248 MPa. Fu= 410 MPa, Fv in rivets is 372 MPa. 1. Which of the following gives the distance b so that the net area in section 1 – 2 – 3 – 4 equal to the net area in section 1 – 2 – 4 a. 30.01 mm b. 25.12 mm c. 19.7 mm d. 12.23 mm 2. Which of the following gives the net area using the computed value of b. a. 4622.65 mm² b. 5623.75 mm² c. 3623.64 mm² d. 7652.85 mm² 3. Which of the following gives the maximum tensile force that the connection could carry if the allowable yield stress is Fy/1.67. a. 432.12 kN b. 724.73 kN c. 253.25 kN d. 712.81 kN 4. Which of the following gives the maximum tensile force that the…
the design shear strength phi rnv of one A325-X bolt (Group A, X type), 7/8 inch in diameter in double shear is equal to: 46.8 kips 30.7 kips 27.9 kips or 61.3 kips
A 1 ⁄2 × 5-inch plate of A588 steel is used as a tension member. It is connected to a gusset plate with four 5 ⁄8-inch-diameter bolts as shown in Figure 1. Assume that the effective net area Ae equals the actual net area An. (a) Calculate the design strength for LRFD? (b) Calculate the allowable strength for ASD?