A tension member is made up of a single angle 200 mm x 150 mm x 15 mm with a gross area of 30 cm². Two rows of 18 mm diameter bolts (take hole diameter = 20 mm) are used (as shown in figure (a) and (b)). What is the net area? (a) O (b)

A tension member is made up of a single angle 200 mm x 150 mm x 15 mm with a gross area of 30 cm². Two rows of 18 mm diameter bolts (take hole diameter = 20 mm) are used (as shown in figure (a) and (b)). What is the net area? (a) O (b)

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 7.6.4P

See similar textbooks

Related questions

Q: Beam ABC with an overhang BC is subjectedto a linearly varying distributed load on spanAB with peak…

A: Given data:

Q: List all zero-force members of the truss. 1m 2m 2 m 2m 2m H F -6 m- K D I G E C M B L N e P R 1kN…

A: To Determine All the zero force members of the given Truss.

Q: The 51 mm diameter rubber rod is placed in a hole with rigid, lubricated walls. There is no…

A: Given: Load Length of rod Diameter of rod Modulus of elasticity Poisson ratio To find: Change…

Q: Example: the low cycle fatigue of a certain steel is given by life cycle equation-2: (of/E)=0.005…

A: Given data:- The fatigue strength of steel σf/Modulus of elasticity(E), σfE=0.005 The fatigue…

Q: 5.1 through 5.11 Determine the axial forces, shears, and bending moments at points A and B of the…

Q: 9.4 What specific air-pollution-control devices are available for control of particulate emissions…

A: This question is from environmental engineering Here methods for air pollution control prevention is…

Q: The tangent of a spiral curve forms an angle of intersection of 25° at station 20+000. Design speed…

Q: b) Figure Q4-b illustrates a gate of radius 4 m and of 1 m width. Find the magnitude and direction…

Q: Q3: A// List a summery for the components of Nuclear power plant. B// The power delivered by the…

Q: 14. A drawdown test was conducted on a new well with results as given below: Given: Pi = 3400 psi C₁…

A: Solution: Draw Pwf versus time in a semi log graph: Slope : m=dydx=8554.75=1.55 psi/cycle In…

Q: car is traveling downhill on a suburban road with a grade of 4% at a speed of 35 mph. Determine the…

Q: dy+(ydx/x)=3x2y2dx, do the following: a.) Find the reduced functions of Pand Q b.) Solve the…

A: Given data: dy+yxdx=3x2y2dx

Q: A composite beam is made of two brass [E = 105 GPa] plates bonded to an aluminum [E = 63 GPa] bar,…

A: Given data Eb = 105 GPA EAl = 63 GPA M= 1525 Nm = 1525 × 103 N-mm

Q: A compression spring is made of music wire of 2 mm diameter having a shear strength and shear…

Q: If the value of the atmospheric pressure reading using the barometric gauge is (750 mm) and the…

Q: Differentiate between Environmental resources and Natural resources

Q: 1. You run a frequency analysis for a pretensioned beam structure (at one end the beam is…

A: An increase in the axial compression increases the frequency of the beam and vise versa ; The…

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

Q: 1.What are types to Design the Rigid pavement. 2. How these designs are differ to each other. 3.…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: Calculate the forces in members AC, AD, and DE for the loaded truss. Restraining link BC is…

Q: P2.15) Determine the dead load and live load for the second floor of a library in which any area can…

A: Given :

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A: GIVEN: A clockwise traverse ABCDEA was surveyed. TO FIND : Find the length and direction of line AD…

Q: Question # 2: Express each force in cartesian vector notation, then find the resultant force vector…

Q: A tape 30 m long, 0.6 cm wide and 0.5 mm -1000 m at a temperature of 20°C with 120N tension force,…

A: Given:- The length of the tape = 30 m The width of the tape = 0.6 cm = 0.006 m The thickness of…

Q: Determine the forces in members BC and CF of the loaded truss. Enter a positive number if in…

A: Find force in member BC and CF. As length of member is not given but slope of each member is…

Q: The table below is the page of a level field book. Calculate the reduced levels of points C, F and H…

Q: Select all applicable answers. XY is projected as PV in ARP1. Which of the following projections is…

A: There are different types of projections of the plane. This projection is depending on the reference…

Q: A strain gage is installed in the longitudinaldirection on the surface of an aluminum beveragecan…

A: Given data:- The radius-to-thickness ratio of the Can is, R= rt=200 The strain changes, ∈0=187×10-6

Q: Given. A two-story Fig. forms part of the building frame system in SDC E. The axial loads on the…

Q: Determine the force in each member of the loaded truss. The forces are positive if in tension,…

A: Using Method of joints : Consider Joint D ; Consider vertical forces = 0 ∑Fy = 0 CD Sin 48 = 3640 CD…

Q: A 3-m span cantilever beam carries a uniformly distributed load of 36 KN/m over its entire length.…

Q: From the figure shown, find the horizontal displacement at B in kNm³/El. El is constant. 20 kN B…

Q: Two identical soil samples C and D were consolidated to effective confining pressures of 100 and 300…

Q: a. Draw Free Body Diagram b. Determine support reactions Draw the shear and moment diagrams d.…

A: a. Draw Free Body Diagram b. Determine support reactions c. Draw the shear and moment diagrams d.…

Q: STRENGTH OF MATERIALS PLEASE WRITE THE SOLUTIONS LEGIBLY AND USE 4 DECIMAL PLACES. RATE WILL BE…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: A 700-kg horse A lifts a 50-kg hay bale B as shown. At the instant when r = 8 m and 0 = 60°, the…

Q: cure 1 of 1 D 60° 4m If load C has a mass of 380kg, determine the required minimum diameter of the…

Q: I'S The following readings were taken with a level on a 5m staff in a levelling operation from…

A: Given Data Total 12 stations is given with bench marks at stations 1 and 12 Bench marks at station…

Q: A wood beam is strengthened using two steel plates as shown in the figure below. 1 -100 mm- q= 5.0…

Q: A beam has a width of 300 mm and an effective depth of 500 mm. f'c = 20.7 MPa, Fy = 414 MPa, Es =…

Q: A simply supported beam is subjected to twopoint loads, each P = 500 lb, as shown in the figure.The…

A: Given data:

Q: A beam has a width of 275 mm and an effective depth of 500 mm. f'c = 28 MPa. Fy = 414 MPa, Es =…

Q: A compression spring is made of mu and shear modulus of 800 MPa and ree length is 40 mm and the…

A: Given : τ = 800 MPaG = 80 GPaD= 20mmd= 2mm N =10 L =40mm

Q: Example -Fig. 4-13 shows plan and cross-section of the footing slab with a square R.C. column 20cm…

Q: double tee cross section is used for the beam shown below. Assume the following lengths and loads:…

A: Given: a = 15ft b= 8 ftc= 13ftP = 22000 lbQ =7000 lb bending stress equation MI =σyM = max bending…

Q: Design the pipe that will connect two reservoirs for a water distribution system of a certain sitio.…

A: Head Loss - When water flow from source to its end point in a pipe it follows Energy Equation i.e…

Q: 1- Find elevation of all points by rise and fall method and apply appropriate check.

A: Staff = 5m BM=Points 1 and 12=210 m and 212.55 m B.S I.S F.S Rise Fall RL Correction Corrected RL…

Q: For the cantilever steel beam [E = 210 GPa; I = 95 × 106 mm4], use the double-integration method to…

A: Using double integration method

Q: A solid steel shaft supports loads PA = 570 N and PD = 430 N, as shown. Assume L1 = 250 mm, L2 = 510…

A: Determine the minimum diameter d that can be used for the shaft.

Q: For the beam loaded as shown, draw the shear and moment diagrams. A 2 kN/m 2m B 4 kN/m 3m C

A: SFD and BMD The diagram that depicts how shear force varies over a beam's length is known as a…

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

A tension member is made up of a single
angle 200 mm x 150 mm x 15 mm with
a gross area of 30 cm². Two rows of 18
mm diameter bolts (take hole diameter =
20 mm) are used (as shown in figure (a)
and (b)). What is the net area?
(a)
(b)

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

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

Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The angle is ASTM A36 steel. X = 0.7 Y = 3.8 Z=1/2 Round your answer to 2 decimal places. Your Answer: Incorrect The answer is 77.15 ± 1%. 1/2" X" bolts 1½" Gusset plate -L3 X 3 X Z Tu I
Find the available strength of the S-shape shown in the figure. The holes are for 3/4-inch- diameter bolts. Use A36 steel. Use LRFD Use ASD (1 (2) 3½" I S15 × 50 $23/4" CIVIL ENGINEERING- STEEL DESIGN 1½" 12" e b С d Answer VUZMGL
The tension member shown in the figure contains holes for 3/4-in Ø bolts. At what spacing, s, will the net area for the section through one hole be the same as a rupture line passing through two holes? (Ans. 3.24 in)
Plate t = 8mm C230x19.9 M20 Bolts Ag = 2,530 mm? d = 229 mm T 80 tw = 5.90 mm bf = 61 mm tr = 10.5 mm F, = 345 MPa x = 15 mm F = 450 MPa 60 80 80 60 From the figure shown, which of the following most nearly gives the block shear strength? O 679,7 KN O 1.013.8 KN O 872.9 KN 691.4 KN
For the bolted tension member is shown in the figure. Determine the effective area, Ae. Given, x = 1.68 inch, Ag = 5.75 inch?. (4)- S/8" A325N bolts L6 x 6 x 1/2 -Tu 3" 3" 3"
The 1 × 8 plate is shown in the figure. The holes are for 3/4-in Ø bolts. Compute the net area of each of the given members. (Ans. 6.44 in^2)
The T-shape shown in the figure is used as a tension member. Given that the gross area Ag = 2556 mm², tw = 10 mm, gross depth d = 220 mm and bolts are 16-mm-diameter, with Fy=345 MPa and Fu = 450 MPa, calculate the nominal block shear strength for combined tensile rupture and shear rupture. Write your answer to the nearest whole number in kN. Consider Ubs = 1.0 T 40 mm. +* 125 mm O 4@.75 mm O O O O
Bolted and Riveted Connections From the bolted connection shown, the diameter of bolts is 18mm0 with the hole diameter equal to 3mm bigger than the bolt, the angular section is 100 x 75 x 8 mm, with an area of 1340 mm2. Thickness of the gusset plate is 9mm. The gusset plate and angle arc A36 steel with Fy = 250 MPa and Fu = 400 MPa. Determine the tensile capacity of the connection based on gross area. Determine the tensile capacity of the connection based on effective net area using a reduction factor of 0.85. Determine the tensile capacity of the connection based on gross area.
4. Determine the design strength of the connection shown in the Figure below. Thebolts are 25 mm diameter A490 bolts with the threads not in the plane of shear.A36 steel is used (Fy = 250 MPa, Fu = 400 MPa).a. Compute the shear strength for all bolts.b. Compute the bearing strength for the tension member on all bolts.c. Compute the bearing strength for the gusset plate on all bolts.d. Compute the tensile strength of the tension member.e. Compute the design strength of the connection.
SITUATION II: Calculate the permissible tensile load P 350 under the following conditions: Fy-248 MPa; Fu=600 MPa. The diameter of the bolts is 16 mm. 716 100 50 50 100 100 50 50 Allowable stresses: Tensile stresses on gross area: 0.6Fy Shear stress of the bolts: Fv=130MPA Bearing stress of the bolts: Fp=1.2Fu 7. Based on shear capacity of bolts. a. 156.83 kN C. 475.21 kN b. 1105.92 kN d. 450.78 k 8. Based on the bearing capacity of bolts. a. 156.83 kN C. 475.21 kN b. 1105.92 kN d. 450.78 kN 9. Based on the yielding of plates. a. 156.83 kN C. 475.21 kN b. 1105.92 kN d. 450.78 kN
A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 215 x 3 x %6 LLBB Determine the design tensile strength for LRFD. Select one: а. 66 b. 156 c. 78 d. 132
Use ASD to determine the width of the 5/8 inch thick A36 plate subjected to tension as shown below. The dead load effect is PD=85 kip while the live load effect is PL=80 kip. Two rows of 5/8 inch standard bolts will be used for the connection and the plate width can be manufactured in 1 inch increments. Assume that the larger connected plate does not fail. Consider the limit states of gross tensile yield and tensile rupture. Find the required tension strength, Pa, for the controlling ASD load combination. Determine the width necessary for the plate to resist gross tensile yield. Determine the width necessary for the plate to resist tensile rupture. Report the required plate width.