According to given dataPlease solve the below question. ASAP and clear and accurate , Dont attempt wrong Determine the design capacity of the connection shown. Investigate all limit states. All structural steel is A36and the weld is a - -inch fillet weld with E70 electrodes. Note that the tension member is a double-angleshape, and both of the angles are welded as shown in Figure P7.11-2. For tensile strength of the angles,calculate U and determine the design strength for yielding and rupture. For the weld, consider both options forstrength (J2-10a and J2-10b. Consider block shear for the base metal strength. Use LRFD.+ 5" -2L5 x 3½ x %6 LLBB5"FIGURE P7.11-2A. What is the design capacity of the tension member considering yielding and rupture?[ Select ]kipsB. What is the design strength of the welds? [ Select ]kipsC. What is the block shear design strength Select]kips

Given that Structural steel=A361/4" fillet weld with E70 electrodesDouble Angle shape Calculation…

Answered: ch fillet weld with E70 electrodes. N…

ch fillet weld with E70 electrodes. N angles are welded as shown in Figur nine the design strength for yielding 2-10b. Consider block shear for the

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

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According to given data
Please solve the below question. ASAP and clear and accurate , Dont attempt wrong

Determine the design capacity of the connection shown. Investigate all limit states. All structural steel is A36
and the weld is a - -inch fillet weld with E70 electrodes. Note that the tension member is a double-angle
shape, and both of the angles are welded as shown in Figure P7.11-2. For tensile strength of the angles,
calculate U and determine the design strength for yielding and rupture. For the weld, consider both options for
strength (J2-10a and J2-10b. Consider block shear for the base metal strength. Use LRFD.
+ 5" -
2L5 x 3½ x %6 LLBB
5"
FIGURE P7.11-2
A. What is the design capacity of the tension member considering yielding and rupture?
[ Select ]
kips
B. What is the design strength of the welds? [ Select ]
kips
C. What is the block shear design strength Select]
kips

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