A beam to beam joint in bolt connection of single side cleat type is shown in Figure 3. Verify the shear resistance, bearing resistance and tearing resistance of the connection on the secondary beam. The bolts are M16 class 5.8. The downward force of 1XX kN is acting on the joint. The secondary beam is UB 305 x 102 x 25 kg/m in S275 steel grade. If the joint is not satisfactorily, propose the possible modification | 44.5 mm 30 mm mm 40 mm 65 mm 40 mm UB 305 x 102 x 25 kg/m EQA 80x80x8 – 145mm-

A beam to beam joint in bolt connection of single side cleat type is shown in Figure 3. Verify the shear resistance, bearing resistance and tearing resistance of the connection on the secondary beam. The bolts are M16 class 5.8. The downward force of 1XX kN is acting on the joint. The secondary beam is UB 305 x 102 x 25 kg/m in S275 steel grade. If the joint is not satisfactorily, propose the possible modification | 44.5 mm 30 mm mm 40 mm 65 mm 40 mm UB 305 x 102 x 25 kg/m EQA 80x80x8 – 145mm-

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.6P: Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W...

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A channel shape, C8 × 18.75, is used as a tension member. The channels are boltedto a 10mm-thick gusset plate with 22mm- diameter bolts. The tension member is A572 Grade 50 steel (Fy = 345 MPa, Fu = 450 MPa) and the gusset plate is A36 (Fy = 250 MPa, Fu = 410MPa). What is the ult. capacity of the channel in kips, if yielding on the gross area governs? What is the ult. capacity of the channel in kips, if fracture on the net area governs?
Pls answer thank you! A flange bolt coupling has 10 steel coupling 1 inch diameter bolts evenly tighten around a 16.34 in. bolt circle. Determine the torque capacity of the connection if the allowable shearing stress in the bolt is 7.3 ksi?
A channel shape, C8 × 18.75, is used as a tension member. The channels are bolted to a 10mm-thick gusset plate with 22mm- diameter bolts. The tension member is A572 Grade 50 steel (Fy = 345 MPa, Fu = 450 MPa) and the gusset plate is A36 (Fy = 250 MPa, Fu = 410MPa). What is the ult. capacity of the channel in kips, if yielding on the gross area governs? What is the ult. capacity of the channel in kips, if fracture on the net area governs? What is the ult. capacity of the gusset plate in kips, if block shear governs? What is the effective net area of the channel section, in square millimeters?
an angle bar 100x100x11 mm tension member is connected with 20-mm-dia bolts as shown in the fig. both legs of the angles are connected. use fy=248 MPa and Fu=400 MPa. 1. determine the nominal strength for tensile yielding in the gross section. a. 515.59 kN b. 429.67 kN c. 545.60 kN d. 390.10 kN 2. determine the effective net area of member a. 1573 mm^2 b. 1632 mm^2 c. 1605 mm^2 d. 1815 mm^2 3. determine the nominal strength for tensile rupture in the net area. a. 642 kN b. 730 kN c. 554 kN d. 650 kN
: Verify, using appropriate Chapter E design provisions, the tabularized (Table 4-7) buckling capacity of a WT6X20 for both the x- and y-axes at (KL)x = (KL)y = (KL)z = 10 ft. Assume A992 steel.
If the allowable bearing stress in the bolt is 18.855 ksi. what is the minimumrequired diameter of the bolt at B? b= .75” h= 7.874” Distances are in feet.
The five-bolt connection shown must support an applied load of P = 400 N. The thickness of the axial member: = 1 mm. and the width = 16 mm If the ultimate shear stress in the bolts must be limited to 250 MPa with F.O.S = 2.5 . And the ultimate normal stress in the axial member = 180 MPa, with F.O.S = 2.9 , And the ultimate bearing stress in the axial member = 95 MPa, F.O.S = 1.3 Determine the minimum bolt diameter that may be used in the connection? In correct way
An unsymmetrical flexural member consists ofa 3 x 30 in. top flange, a 3 x 20 in. bottom flange, and a 60 * 2 in web A. Determine the distance from the top ofthe shape to the horizontal plastic neutral axis. B. If A572 Grade 50 steel is used, what is the plastic moment Mp for the horizontal plastic neutral axis?
A double channel shape is used as a tension member. The channels are bolted to a gusset plate with 22mm diameter bolts. Fy-channel = 345 MPa, Fu-channel = 450 MPa Fy-plate = 248 MPa, Fu-plate = 400 MPa Achannel = 3555 mm^2, tw = 12.18 mm, Shear lag factor = 0.90 D. Determine the allowable tensile strength of the tension member based on its net area.
A bolted lap joint is used to connect a rectangular bar to a hanger bracket, as shown in Fig. P2.8-2. If the allowable shear stress in the bolt is 80 MPa, and the diameter of the bolt shank 15 mm, what is the allowable tensile load on the rectangular bar, Pallow., in kN?
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STAGGERED CONNECTIONS: A PLATE WITH WIDTH OF 400 mm AND THICKNESS OF 12 mm IS TO BE CONNECTED TO A PLATE OF THE SAME WIDTH AND THICKNESS BY 34 mm DIAMETER BOLTS, AS SHOWN IN THE FIGURE. THE HOLES ARE 2 mm LARGER THAN THE BOLT DIAMETER. THE PLATE IS A36 STEEL WITH YIELD STRENGTH Fy = 248 MPa. ASSUME ALLOWABLE TENSILE STRESS ON NET AREA IS 0.60Fy. IT IS REQUIRED TO DETERMINE THE VALUE OF b SUCH THAT THE NET WIDTH ALONG BOLTS 1-2-3-4 IS EQUAL TO THE NET WIDTH ALONG BOLTS 1-2-4. a. CALCULATE THE VALUE OF b IN MILLIMETERS. b. CALCULATE THE VALUE OF THE NET AREA FOR TENSION IN PLATES IN SQUARE MILLIMETERS. c. CALCULATE THE VALUE OF P SO THAT THE ALLOWABLE TENSILE STRESS ON NET AREA WILL NOT BE EXCEEDED.