SITUATION II: For a single C15 x 33.9 fastened to a ½ inches gusset plate. Use A36 steel (Fy = 36 ksi & Fu = 58 ksi) and assume holes for 4 inch diameter bolts. U = 0.869 a. Determine the maximum tensile load using LRFD. b. Determine the maximum tensile load using ASD.

SITUATION II: For a single C15 x 33.9 fastened to a ½ inches gusset plate. Use A36 steel (Fy = 36 ksi & Fu = 58 ksi) and assume holes for 4 inch diameter bolts. U = 0.869 a. Determine the maximum tensile load using LRFD. b. Determine the maximum tensile load using ASD.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 1. Determine the allowable load Pa based on bearing at bolt holes. (ASD) 2. Determine the ultimate…

A: Given:- Thickness of plate, t=16 mmDiameter of bolts, d=22 mmNumber of bolts, n=6S1=40 mmS2=80…

Q: The butt connection shows 8-22 mm diameter bolts space shown below. U 50 100 50 50 100 50 O 40 80 40…

A: The yield strength of steel (Fy) = 248 MPa The ultimate strength of steel (Fu) = 400 MPa The…

Q: Design the size and length of Fillet weld for the lap joint shown below, Use SMAW E70XX process,…

A: Live load, Dead load, Thickness of plate, ElectrodeTo find: Size and length of fillet weld for the…

Q: 3. A plate with width of 300mm and thickness of 20mm is to be connected to two plates of the same…

Q: 1.A tension member is 25 mm thick plate as shown. The bolts are 20 mm. diameter high-strength bolts.…

A: Plate 130 mm x 25 mmbolt diameter, db = 20 mmA36 grade of steel:fy = 250 MPafy = 400 MPaTo find:a)…

Q: 3. Determine Rn based on bolt limit states. Slip critical connection is used for design and Grade…

A: sub critical connection Grade- 10.9 M22 Bolts- Class A surface Minimum edge distance and spacing -…

Q: The tension member is a PL 12 x 6. It is connected to a 38-inch-thick gusset plate with…

A: The given data is shown below: PL 12×6Thickness of gusset plate=38-inchDiameter of bolts=78-inchA242…

Q: 2.) Compute the tensile capacity for the ½ inch thick plate shown. The bolts are inch diameter high…

Q: A bolted connection shown consists of two plates 300mm x12mm connected by 4 - 22 mm diameter bolts.…

A: To determine the design strength of the bolted connection due to gross yielding of the plates using…

Q: A double-angle shape is shown. The steel is A36, and the holes are for 12 mm diameter bolts. Assume…

Q: Find the ava shown in the liameter bolts Use LRFI Use ASD 1 2) 3½" I

Q: The given angle bar L125x75x12 with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm…

Q: Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The…

A: We know that Maximum factored LRFD tensile force capacity of the member is given by minimum of the…

Q: ISA 100 x 75 x 10 mm (cross-sectional area = 1650 mm-) Serves as a tensile member. This angle is…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…

Q: Tensile Strength A PL 3/8 x 7 tension member is connected with three 1-inch-diameter bolts, as shown…

A: Given -

Q: The tension member shown in figure below is a PL ½ x 8 of A36 steel. The member is connected to a…

Q: Compute the tensile capacity for the ½ inch thick plate shown. The bolts are 4 inch diameter high…

A: Calculate tensile capacity of plate?

Q: A Channel Cóx13 is used as a tension member. The holes are for 5/8 inch in diameter of bolts. Using…

Q: Determine the design strength of the connection shown in the Figure below. The bolts are 25 mm…

A: Given Data Diameter of bolt is given as 25 mm Ultimate tensile strength is given as 400 MPa Yield…

Q: For a drainage basin of 600 km2, isohyetals drawn For a storm gave the following data:

A: According to given data drainage basin of area 600 km2, Isohyetals drawn for a storm gave the…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter…

A: Double angle section is shown in the figure above. Grade 60 steel is used. Diameter of bolts= 1/2…

Q: Use ASD to determine the width of the 5/8 inch thick A36 plate subjected to tension as shown below.…

A: ASD5/8 inch thick A36 platedead load, PD=85 kiplive load ,PL=80 kipTwo rows of 5/8 inch standard…

Q: A PL x 7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3.2-1.…

A: We have to determine the value of design strength Pu based on gross area and also based on effective…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…

Q: The connection shown is subjected to a tensile force of P = 100 kN. The allowable shear stress for…

A: Area = Force/ Shear stress

Q: The splice plates shown in Figure 2 are 1/2-inch-thick. How many %-inch-diameter, Group B bolts are…

A: Nominal bolt area is 'Ab'

Q: For the bolted tension member is shown in the figure. Determine the effective area,

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi. Fu = 58…

Q: Determine the design tensile strength of plate (200 x8 mm) connected to 10-mm thick gusset using 20…

A: Given, Yield stress of the plate fy=250 N/mm2 d=20 mm Diameter of the hole do=20+1=21 mm Ultimate…

Q: Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle…

Q: A double-angle shape, 2L7×4×³/8, is used as a tension member. The two angles are connected to a…

Q: design tensile strength

A: Load and resistance factor design (LRFD): - It is one of the design methods for designing any type…

Q: Plate A, PL 16mm x 375mm, is connected to another plate B with 10- 22 mm o bolts as shown. The steel…

Q: A WT 8x13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts…

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

SITUATION II:
For a single C15 x 33.9 fastened to a ½ inches gusset plate. Use A36 steel (Fy = 36 ksi &
Fu = 58 ksi) and assume holes for %4 inch diameter bolts. U = 0.869
a. Determine the maximum tensile load using LRFD.
b. Determine the maximum tensile load using ASD.

3in.
3in.
3in.
1/2 in. Gusset Plate
3in. 3in.
1.5in.
1.5in.
Properties of C15x33.9:
A = 10.0 in.²
d = 15.0 in.
b = 3.40 in.
t = 0.650 in.
tw = 0.400 in.
* = 0.788 in.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Introducing Given Data

VIEW

Step 2: Calculation of net area (An)

VIEW

Step 3: Calculation of net effective area (Ae)

VIEW

Step 4: Calculation of Nominal strength in yielding & rupture

VIEW

Step 5: Calculation of design strength using LRFD

VIEW

Step 6: Calculation of Allowable strength using ASD

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 7 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

Find the centroid using length SRB
Beam AB has a modulus of elasticity of E= 30 x 106 psi and Poisson's ratio of 0.30. Disregarding the weight of the beam Calculate the change (Ab; in inches) in the width of the top of the beam at the midpoint of the span. 12 in.- B4.JPG = 8k 24 in. =8k 12 in. B Q in. ----2in. » Q
Solve for required Area of members CD and CE.
find the general solution
I need number 15.1.
Dtermine the forces in members AB, CG, and DE of the loaded truss. The forces are positive if in tension, negative if in compression.
Find the moment of inertia about the strong axis in in^4 of the I-section shown in the figure below. bf = 611 tp:3 in tw=4in tf 3 in ↑ ←bw=1 in bf bin
required :1. Calculate the axial force exerted on supporting member BC2. Calculate the reactive force of the spring support 3. Magnitude and sense of reactive force of the hinge support 4. Draw the free body diagram
Solve the ff. Exact de
Solve the centroidal Ix Solve the centroidal Iy Solve the Ix and Iy
If not doubly symmetric, what should be the formula of CW?. Please state what is the formula of CW if not double symmetrical shape in the green circle. Thank you
619