Answered: Figure 1.d

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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The plate splice shown in the figure below has 9 – 3/4 inch diameter A325-N type bolts (Group A, N type) on each side. Based on the shear strength of bolts only, the maximum Pu that can be applied to the splice is equal to: Group of answer choices 202 kips 322 kips 161 kips 405 kips
Calculate the minimum girder width to fit the longitudinal bars shown that have center-to-center spacing equal to three times the bar diameter. The required bar cover is 1-1/2in #4 shear reinforcing stirrups long. reinforcing 3 - #9 bars 10 in 12 in 14 in 16 in Beam Section 20"
2 and 3, please.
Solution accu
B) The L6 x 4 x 1/2 single angle shown has two rows of bolts. Each leg has one row (one line) of 5/8 in D bolts in each leg as shown. The bolts are spaced in the perpendicular direction to the load as shown. Determine the net area (An) 2,5 3.5 2.5 15 *** L6x4x1/2 il 5/8 & diameter bolts Section # 4 A 16 ++ O O O 1 O O Elevation * 2.5 V * 3,5" ( ✓ Pu 2.5" 1.5"
Determine the IBC minimum required nailing for the following connections.Search IBC Table 2304.9.1 Fastener ScheduleGive nail size, type, and required number. In the following form (example for a)a. Joist to sill or girder, toenailb. Bridging to joist, toenail each endc. Sole plate to joist or blocking, face naild. Top plate to stud, end naile. Stud to sole plate, toenailf. Double studs, face nailg. Doubled top plates, face nailh. Top plates, laps, and intersections; face naili. Ceiling joists to plate, toenailj. Continuous header to stud, toenailk. Ceiling joists to parallel rafters, face naill. Rafter to plate, toenail
use autocad - Draw the structural details of the following sections (an elevation view and a side view)
4. Given a sheared flat bar 5" in width, which is to have a double line of 3/4" Dia bolts, answer the following. a. Does the bolt hole pattern need to be staggered? b. What is the minimum edge distance required? c. What is the gage distance? d. What is the clearance "E" required? e. What is the diagonal minimum distance? f. What is the minimum pitch?
Consider the following bolted connection. Slippage is permitted. Member: L6x6x3/4 3/16 “ gusset plate Pu Pu A36 steel 3.5* 1"diameter A325-X bolts 1 1/4" 3 " 3* 1 1/4" Question 3.1: Please, indicate if the combined bolt shear strength is closer to: Question 3.2: Please, indicate if the combined bolt bearing strength is closer to: Question 3.3: Please, indicate if the angle yielding strength is closer to: Question 3.4: Please, indicate if the angle fracture strength is closer to: Question 3.5: Please, indicate if the angle block shear strength is closer to: Question 3.6: Please, indicate if the overall connection strength is closer to:
The allowable load for a high-strength bolted connection is determined by considering shear, bearing and tension separately. Yes No

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