4. from the preceding problem, determine the ultimate tensile force Pu that the bolted connection could carry against tensile rupture in the net section. Use A-50 steel and LRFD. 3. 4-22 mm diameter bolts are used in a staggered boltedconnection as shown in the figure. Calculate the value of "x"such that the net width in chain A-B-C-D is equal to the netwidth of the chain A-B-D.4. From the preceding problem, determine the ultimate tensileforce Pu that the bolted connection could carry againsttensile rupture in the net section. Use A-50 steel and LRFD.50mm70mm40mm35mmPu15mmH200mm

Answered: Image /qna-images/answer/ffab63d9-8099-4889-beb8-847a7e638256.jpg

Answered: 4. from the preceding problem,…

4. from the preceding problem, determine the ultimate tensile force Pu that the bolted connection could carry against tensile rupture in the net section. Use A-50 steel and LRFD.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

1- The bolted type connection will be used to assemble the given steel members. Determine the safe load that a single turned bolt can carry. Consider only the effect of shear stresses. (St-37, H) t= 20 # ##* JL 90.90.9 40 50 315 9,96 t 9,04 t 9,40 t 9,70 t
#9
A C9x20 is used as tension member connected to a gusset plate of ½ in thick (Figure 5). The member has to resist service dead load and live load of 40 kips & 80 kips respectively. Steel used is A36. Assume connection is adequate in block shear. Design the bolted connection (check slip critical, shear and bearing strength). Use ASD. t = W" C9 × 20 Figure # 5
Fill in the blanks. Two common failure modes for simple bolted connections are excessive hole deformation and_________ _____________. Plastic moment is directly proportional to yield strength and____________________ __________. An I-beam with 110 lb/ft unit weight and 18 inch depth in the cross section would be denoted (labeled)as _________. Along the neutral axis of a beam, shear stresses are _______________ and bending stresses are__________. Yielding of the web represents one of the _________ ____________states for I-beams.
If the structural frame is replaced to structural steel and the connections is to be designed, determine the following Determine the centroid of the weld measured from the given origin A. Determine the direct shear load in the welds. Determine the required size of the fillet weld(E60xx) if the maximum resultant load is 750,000 N/mm
The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in the bolts must be limited to 27 ksi, determine the minimum bolt diameter that may be used for this connection. Cocoo Answer:dmin- P in.
The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in the bolts must be limited to 27 ksi, determine the minimum bolt diameter that may be used for this connection. cocco Answer: dmin- IN in.
If the design tensile strength Phi Pn of a tension member is controlled by rupture failure. Which of the following actions will NOT increase its capacity? using welds instead of bolts using larger cross section of the member increasing strength of steel using thicker gusset plate
Select a double-angle tension member and design a welded connection to resist a dead load of 12 kips and a live load of 36 kips. The member will be 16 feet long and will be connected to a 5/8-inch-thick gusset plate. Use A36 steel for both the tension member and the gusset plate. Show your results on a sketch, complete with dimensions.
34. Determine the available strength of a WT7×15, A992 steel, with the flanges welded to a 1/2 in. gusset plate by a 10 in. weld along each side of the flange. Considering yielding and net section rupture, determine the (a) design strength by LRFD and (b) allowable strength by ASD.
Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be considered to fit the gusset plate in the HSS. The steel used in the tension member is ASTM A500 Grade C HSS 6 x 0.5 with a length of 30 feet. a.) Find the shear lag factor b.) Find the Effective net area (Ae) c.) Solve for the tensile strenngth 16-inch-long fillet weld HSS 6 x 0.5 1/2 in. thick gusset plate 17 inch long
In an industrial shade on edge support consisting of two angle 110 mm x 100 mm is to be connected to a 16 mm gusset plate for a tensile load of 650 kN. Design the moment free welded connection. The distances of centroid of angle from the back side of legs are C₁=C₁ = 30.9 mm. The strength of the weld per mm thickness per mm length is 76 MPa.