Determine the forces that are generated in thebolts (The information is given in units ofweight) You should not change them to mass.Раred1ft# 12inP-50lbPared50lb100lb-ft4intornillostornillos2ft

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Answered: Determine the forces that are generated…

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 7/8 × 14 plate is shown in the figure. The holes are for 7/8-in Ø bolts. Compute the net area of each of the given members. (Ans. 10.54 in^2)
The tension member shown is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. 2" 2" -|-|- |-|-|- -| 3 die einheitliche O O O OO O
Solve Question and Show Work Please, I need to study it. Thanks you. This is Civil Engineering
1. In the butt joint shown below, the 7/8-inch diameter bolts are made of A325 steel with threads excluded from the shear plane and the plates are made of A36 steel. 12 in. xin. 100 12 in. a) Determine the bolt shear strength b) Determine the bearing strength of the plate c) Determine the tensile strength (both gross and net) of the plate d) What is the strength of the bolted connection?
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
A double lap splice connection shown in figure B is made up of 6mm x 150mm and 9mm x 150mm. Use NSCP specifications and assume a double row of bolts with standardsize holes for a bearing type connection with threads excluded from the shear planes.Minimum tensile strength Fu = 552.93MPa. Assume diameter hole is 3mm bigger than thediameter of bolts. Allowable shear stress is Fv = 207MPa. Allowable bearing stress fb = 1.2Fu.Diameter of bolts is 19mm. Fy = 449.25MPa.(a) Compute the tensile capacity of the steel plates. (Max. Net Area = 0.85 of Gross Area)(b) Compute the number of 19mm diameter bolts to develop the full strength of the plates. Note: SHOW DRAWINGS AND SOLUTIONS.
What will be minimum number of bolts required in each row for a suitable bolted bracket connection of an ISHT 75 section attached to the flange of a ISBH 300 @ 577 N/m to carry a vertical factored load of 600 kN at an eccentricity of 60 mm as shown in the figure? Take design strength of bolt as 65.19 kN. [Assume pitch P= 60 mm] P O O
The design shear strength phi rnv of one A325 X-bolt, 1 1/8 inch in diameter (Group A, X type) in double shear is equal to: Group of answer choices 112 kips 125 kips 74.2 kips 101 kips
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A C15x40 channel section is bolted to a gusset plate is used to resist a tensile loadPu =313 k. The bolts are 3/4 inch  diameter bolts A325 N (Group A, N Type) used insingle shear to resist this load. The bolts are to be symmetric and arranged in 3 rows.1) Determine the number of bolts needed for this connection. Draw a detailshowing how the bolts are arranged and showing spacing and edge distances onthis connection. Assume edge distance Le = 1.75db , use Le to nearest 1/4 in.2) If the connection is to be replaced by a fillet welded connection with transversewelds only along the channel web, determine the required fillet size to thenearest 16th of an inch.
Please answer with complete details. Thank you. A = 1 B = 1 C = 2

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Determine the forces that are generated in the bolts (The information is given in units of weight) You should not change them to mass. Раred 1ft# 12in P-50lb Pared 50lb 100lb-ft 4in tornillos tornillos 2ft