The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts (A490) when threads are excluded from shear planes. The angle consists of A36 steel. Properties of 175 x 100 x 16 A36 Steel Properties of A490 bolts A = 4181 mm² t = 16 mm a] Compute LRFD 6.) Compute ASD Fy = 248 MPa Fu = 400 MPa Fy= 276 MPa Nominal hole dia. = 27 mm 100 Gusset Plate 100 100

The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts (A490) when threads are excluded from shear planes. The angle consists of A36 steel. Properties of 175 x 100 x 16 A36 Steel Properties of A490 bolts A = 4181 mm² t = 16 mm a] Compute LRFD 6.) Compute ASD Fy = 248 MPa Fu = 400 MPa Fy= 276 MPa Nominal hole dia. = 27 mm 100 Gusset Plate 100 100

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: snip

A: Calculate the gross area due to yielding. Ag=bt =5×12 =2.5 in2 Calculate the nominal…

Q: The plate shown is 8 in wide and 1/2 in thick. The bolts are 7/8 in. The smallest net area (An) of…

A: Given:- width of plate =8 inthickness of plate =1/2 inBolts diameter size = 7/8 inA36 plateTo…

Q: The vertical steel bar is connected with two A307 bolts (diameter = 7/8 inch) in standard round…

A: The values given in the question are as follows: Diameter of bolt(d)=7/8 in or 0.875 in bolt grade…

Q: WT12×153 05 WT12×153 Determine the design strength of two WT-shapes (WT12×153) connected by plates…

A: We have to determine the design strength of two WT-shapes (WT12x153) connected by plates with 1 in…

Q: The T-shape shown in the figure is used as a tension member. Given that the gross area Ag = 2556…

A: T- shape member properties:Gross area, Ag = 2556 m2Thickness of web, tw = 10 mmGross depth, D = 220…

Q: A straight steel bar is fastened to a gusset plate with three 3/4-in diameter ASTM A-307 bolts, as…

A: three 3/4-in diameter ASTM A-307 boltsbolt capacity in single shear = 7.95 kips plate capacity =…

Q: Use latest NSCP/NSCP 2015 formula to solve this problem *Use hand written to solve this problem…

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

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

Q: The splice plates shown in Figure 2 are ½-inch-thick. How many 7/8-inch-diameter, Group B bolts are…

A: Nominal bolt area is given by

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

Q: 3 Specify the plate thickness and weld size to be used for the joints in the accompanying Figure…

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

Q: Please show solutions on how to get the 7.85 value. The circle green in the figure.

A: This question is related to the Tension member from Design of Steel structures from Civil…

Q: he plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is m. A 36 steel is…

A: t= 12 mmd= 16 mmFy = 248 MPa and Fu = 400 MPaThe standard nominal hole diameter of 16 mm bolts = 17…

Question

a] Compute LRFD
6.) Compute ASD
CIVIL
STEEL DESIGN
ENGINEERING-
BOLTED CONNECTION
Sample Problem 5:
The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts
(A490) when threads are excluded from shear planes. The angle consists of A36 steel.
Properties of 4 175 x 100 x 16
A36 Steel
Properties of A490 bolts
A = 4181 mm²
t = 16 mm
Fy = 248 MPa
F₁ = 400 MPa
Fy = 276 MPa
Nominal hole dia. = 27 mm
75
T+
100
Gusset Plate
100
F
100

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: concept

VIEW

Step 2: Allowable strength of the connection due to yielding of gross section(ASD)

VIEW

Step 3: Allowable strength due to fracture

VIEW

Step 4: Allowable strength due to yielding of gross scetion

VIEW

Step 5: Allowable strength due to fracture of net area

VIEW

Step 6: Block shear strength as per LRFD

VIEW

Solution

VIEW

Step by step

Solved in 7 steps with 16 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

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.
Subject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten
For the splice connection shown in the figure, a. Check all spacing and edge-distance requirements. (For 1-in diameter bolts minimum edge distance is 1.25 in. AISC Table J3.4) b. Compute the design strength based on shear and bearing. (Use LRFD) The plates are PL 1/2" x 7" steel ASTM A36 (Fy = 36 ksi, Fu = 58 ksi) and the bolts are 1-in diameter A325X (Fnv = 60 ksi) in standard holes.
Example 3.9 FIGURE 3.20 Find the available strength of the S-shape shown in Figure 3.20. The holes are for 3/4-inch-diameter bolts. Use A36 steel. 312" 23/4" S15 × 50 1½" 1/2" b e la C d
Expert Sir , Please solve my question Thanks in advance..
Determine the effective net area of the tension member shown in the figure. 000 3"3" L6 X 6 X 1/2 %-in. bolts Ciri2 ENGINEERING Section STEEL DESIGN 1.67"
Please answer all the questions with a complete solution. thank you.
A WT 8×13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts as shown in Figure. Compute the nominal block shear strength. Note: A992 steel Fy = 50 ksi Fu = 65 ksi Ubs = 1.0 %3D 12"+3">|| 42" 7.85" 0.25" Round your answer to 3 decimal places.
For the cross section shown, calculate the tensile capacity of the steel plate. Assume that the bolt hole is 1/16 inch larger than bolt diameter. Plate 1/2" x 11" .T 7/8" dia. bolt, typ. ASTM A325N
Tension Member -Problem 2 9 - 4" Bolts Gusset Plate Plate thickness t = ½" 2" Tension Member A36 Steel Plate 3" P, 10" и 3" d h Compare Tension Capacity of line 2" e abcde and line An Ag fgchi 4" 4"
Show 5 failures. Show step by step solution. Steel Type: Cross section flat bar PL 12.7 x 165 with an area of 2095.5 mm2 Textbook reference Handbook of steel construction.
Subject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten