In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to...

Question

Question

In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to tensile load, among which dead load T 120 kips and live load T-50 kips. The diameter of bolt hole is 1 in. in standard hole. The strength of A36 steel is Fy-36 ksi and Fu-58 ksi. 3/4. 1.51 2.5 2.5 Ag-3.5 ㎡ (One angle) 2L4x3% x1/2 1. Fig.2

media%2F0ec%2F0ec7327f-b2ab-4936-8269-59

Add a comment Improve this question Transcribed image text

Answer 1

Answer #1

it is a America Sechon Pro Pesti e sare Taken fro㎜ Aisc and These ase Poovided be(ocu Toral S3oss Sectional Area CAy axis) S 62 2s HiPS ds uble

Add a comment

Answer 2

Similar Homework Help Questions

In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to...

In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to tensile load, among which dead load T 120 kips and live load T-50 kips. The diameter of bolt hole is 1 in. in standard hole. The strength of A36 steel is Fy-36 ksi and Fu-58 ksi. 3/4. 1.51 2.5 2.5 Ag-3.5 ㎡ (One angle) 2L4x3% x1/2 1. Fig.2
Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load...

Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load T=200 kips, and wind load T =500 kips. The double angle is connected to a 3/8" gusset plate with four A325-X bolt with diameter of /4" in standard bolt holes as shown in the figure below. Determine whether the double angle with such a connection can resist the given load or not. The double angle is 2L4x4x1/4. One angle's gross cross-sectional area A =1.94...
A double-angle tension member, 2L 3x2x 1/4, is subjected to a dead load of 12 kips

A double-angle tension member, 2L 3x2x 1/4, is subjected to a dead load of 12 kips, and a live load of 36 kips. It is connected to a gusset plate with one line of 3/4-inch-diameter bolts through the long legs. Is this member safe? Assume U=0.85. Fy =36 ksi and Fu = 58 ksi.

2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter...

2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter = 7/8 in, A36 steel is used (Table 2-4 XN, A16 s 58 kse DO 3232 -in. bolts 19 (3) /8" bolts 3" bolt spacing (fy = 36 ksi P. 2-487 (Table 1-7) Ag = 2.50 in ² p. 1-48 - 1.00 in t. 3/8" And = [3.5"-(7/6" + /6")] (3/8") = 10.94 in? Ag. = (7.5") (2/6") - 2.81 in? Anu = [7.5...
(3] 2. A double angle shape (L5 x 3 x 5/16) is shown below. The steel...

(3] 2. A double angle shape (L5 x 3 x 5/16) is shown below. The steel is A36 and the holes are for in diameter bolts. Assume A = 0.75 An Ag of one angle-2.41 in. F-36 ksi and F-58 ksi. Determine the allowable strength. ㄧㄣㄒ Section
Given w 14 x 145, A992 Grade 50 (Fy = 50 ksi) steel shape is used for column AC in Fig.1.

Given w 14 x 145, A992 Grade 50 (Fy = 50 ksi) steel shape is used for column AC in Fig.1. Service load P = 1,000 kips (70% dead load and 30% live load). Required: Is the column safe, based on LRFD?

Select the most economic A992 (Fy=50 ksi) W shape to use as a column for the...

Select the most economic A992 (Fy=50 ksi) W shape to use as a column for the following conditions. Axial dead load of 75 kips, axial live load of 75 kips, length of the column is 12 ft, with no intermediate bracing, pinned top and bottom 2, 3. Use table 10.6 to answer the following questions about A36 double angle compression struts, pinned at both ends. A double-angle compression member 8 ft long is composed of two A36 4x3x5/16 steel angles....
(20pts) An MC 9 x 25.4 is.connected with 7/8-inch-diameter A325 bolts as shown below. A36 steel...

(20pts) An MC 9 x 25.4 is.connected with 7/8-inch-diameter A325 bolts as shown below. A36 steel is used. The service loads are 35 kips dead load and 15 kips live load. Determine the adequacy of tensile capacity of the proposed MC shape using the LRFD method. You will need to determine an appropriate shear lag factor. Your solution has. to be complete for all the aspects regarding tension strength analysis and clearly indicate any assumptions you may make in solution....
which has l A single angle tension member,Ladx3/8 kength of 7 and o'% as show bl, is made from A36 steel is connect to 3/8-in thickness ckness gust plate are 28 kips dead load and 20 kips usi...

which has l A single angle tension member,Ladx3/8 kength of 7 and o'% as show bl, is made from A36 steel is connect to 3/8-in thickness ckness gust plate are 28 kips dead load and 20 kips using LRFD method and AISC )." The wrvice loads are 28 kips The servive By live load yewifivations determine the followings ) The adeyuacy of this member 2) Check Ar slenderness /s" PL which has l A single angle tension member,Ladx3/8 kength of...

COURSE CE 3202 - Design of Concrete Structures SUBJECT HOMEWORK 4 DATE LECTURE # HW 4-2...

COURSE CE 3202 - Design of Concrete Structures SUBJECT HOMEWORK 4 DATE LECTURE # HW 4-2 A simply supported beam with the cross section shown in Fig. P9-5 has a span of 25 ft and supports an unfactored dead load of 1.5 kips/ft, including its own self-weight plus an unfactored live load of 1.5 kips/ft. The concrete strength is 4500 psi. Compute (a) the immediate dead load deflection. (b) the immediate dead-plus-live-load deflection. 16 No. 8 bars Fig. P9-5

In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to...

Homework Answers