An A36 angle with staggered fasters in each leg is in the figure below. The standard hole diameter is 23mm. The gross area of the angle is 4387.088mm^2. 1. Which of the following nearly gives the smallest effective net area (mm^2) for the tension member. a. 2632 c. 3561 b. 3752 d. 3311 2. What is design strength of the tension member in kN. a. 979 c. 653 d. 662 b. 993 3. What is the allowable strength of the member in KN a. 979 b. 993 c. 653 d. 662 Holes Top View OO 000 50 40 40 40 40
An A36 angle with staggered fasters in each leg is in the figure below. The standard hole diameter is 23mm. The gross area of the angle is 4387.088mm^2. 1. Which of the following nearly gives the smallest effective net area (mm^2) for the tension member. a. 2632 c. 3561 b. 3752 d. 3311 2. What is design strength of the tension member in kN. a. 979 c. 653 d. 662 b. 993 3. What is the allowable strength of the member in KN a. 979 b. 993 c. 653 d. 662 Holes Top View OO 000 50 40 40 40 40
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Steel Design
![An A36 angle with staggered fasters in each leg is in the figure below. The standard hole diameter is 23mm.
The gross area of the angle is 4387.088mm^2.
1. Which of the following nearly gives the smallest effective net area (mm^2) for the tension member.
a. 2632
c. 3561
b. 3752
d. 3311
2. What is design strength of the tension member in kN.
a. 979
c. 653
d. 662
b. 993
3. What is the allowable strength of the member in KN
a. 979
b. 993
c. 653
d. 662
Holes
50 40 40 40 40
Side View
00
Top View
M
OOO
606032.4
50 40 40 40 40
Sectional View
L8x6x1/2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdf00893e-2823-4293-b661-c2cdeba5dddf%2F4cef8820-c60e-4497-848d-e779b3722151%2Fpnptnr9_processed.png&w=3840&q=75)
Transcribed Image Text:An A36 angle with staggered fasters in each leg is in the figure below. The standard hole diameter is 23mm.
The gross area of the angle is 4387.088mm^2.
1. Which of the following nearly gives the smallest effective net area (mm^2) for the tension member.
a. 2632
c. 3561
b. 3752
d. 3311
2. What is design strength of the tension member in kN.
a. 979
c. 653
d. 662
b. 993
3. What is the allowable strength of the member in KN
a. 979
b. 993
c. 653
d. 662
Holes
50 40 40 40 40
Side View
00
Top View
M
OOO
606032.4
50 40 40 40 40
Sectional View
L8x6x1/2
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