04) Design the braced column shown in Fig. (4) if it has an unsupported length of 6.5 m. Analysis indicatesthat the critical loading corresponds with the following service loads shown in the Table below at the topand bottom of the column.Load TypePn(kN) Mntop(kN.m) Mnbot(kN.m)Dead load130011090Live load7009070Take: Vtop-2, Vbot 3 (use alignment chart to find k factor).The column is bent in single curvature.(20 points)600#10@Sn-#19PnFig. (4)47065350

Step 1:First, we need to figure out which LFRD rule to use, kind of like picking the right…

Answered: 04) Design the braced column shown in…

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 3.8.3P

See similar textbooks

Similar questions

Q2/Design the braced column shown in Fig. (4) if it has an unsupported length of 5.7 m. Analysis indicates that the critical loading corresponds with the following service loads shown in the Table below at the top and bottom of the column. Load Type P(kN) Mtop(kN.m) Mbot(kN.m) Dead load 1050 95 128 Live load 570 35 -21.6 Take Vtop-2, Vbot 0.8 (use alignment chart to find k factor). The column is bent in double curvature. Given fe-28 MPa, fy-420 MPa 480 mm 60 mm 60 mm 300 mm uw009 60 mm 180 mm 60 mm Pu
Given the following allowable stresses:• 50 MPa for shear in rivets• 100 MPa for bearing between a plate and a rivet• 80 MPa for tension in the platesDetermine the maximum load P that can be applied to the lap joint connected bythree – 16 mm diameter rivets. Note: Draw its FBD
H1
Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5 connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at each critical section and use 436 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. T2 T. T/2 20mm Diameter Rivets 2@60 Figure. Problem 6 (The shown dimensions are in mm)
Topic:Welded Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem A channel is used as a tension member with the web of the channel welded to a 9.5 mm thick gusset plate as shown in the figure. The tension member is subjected to the following axial loads. Use LRFD Service dead load = 200 kN Wind load = 276 kN Service live load = 260 kN For channel: Fy = 345 MPa For gusset plate: Fy = 248 MPa Fu = 400 MPa Size of E 70 electrodes = 4 mm Ultimate tensile strength of E 70 electrodes = 480; Fw = 0.6(480) Questions : a) Determine the design factored tensile force. b) Determine the length of longitudinal welds "L". c) Determine the block shear strength of the gusset plate.
compute Compute the Euler's Buckling load andGoverning Nominal Compressive strength based on AISC E3-2 or E3-3 (kips)
Plz, solve this question by using Flexibility Method and show all the details like how to get joints and etc. AR=AD Member Structural Analysis-2
A beam must be designed to the following specifications: Span length = 35 ft Beam spacing = 10 ft 2-in. deck with 3 in. of lightweight concrete fill (wc=115 pcf) for a total depth of t=5 in. Total weight of deck and slab = 51 psf Construction load = 20 psf Partition load = 20 psf Miscellaneous dead load = 10 psf Live load = 80 psf Fy=50 ksi, fc=4 ksi Assume continuous lateral support and use LRFD. a. Design a noncomposite beam. Compute the total deflection (there is no limit to be checked). b. Design a composite beam and specify the size and number of stud anchors required. Assume one stud at each beam location. Compute the maximum total deflection as follows: 1. Use the transformed section. 2. Use the lower-bound moment of inertia.
Please refer to Double RC beam and we based on NSCP 2015 (current reference in the design of RC struct) Thank you.. Need this rush atleast 45 mins thank you so much hope you help me.
Figure. Problem 5 Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5 connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at each critical section and use 436 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. W310x44.5 T/2 - 20mm Diamcter Rivets 260 Figure. Problem 6 (The shown dimensions are in w
03: The cantilever beam shown in Fig(2), is required to support a concentrated service load(P-72kN and P-20KN) at the free end. Ignore self weight of the beam, use fc'-28 MPa, fy-400MPA, concrete cover-40mm, beam span-4.5m, Check crack adequacy at support according to ACI Code 318M. Note: use working stress method in analysis. Pl-72KN 250mm Pd-20kN L6028mm 012mm 800mm Fig.(2)
ll zain IQ 37 MPa no one 10/10 find the tensile stress in upper plate in section 3-3 5 1 4 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80 kN B-bolt DIA. 10 MM 10 MPa 12.5 MPa 15 MPa 8.5 MPa no one 10/ find the bearing stress between bolts and plate

SEE MORE QUESTIONS

Recommended textbooks for you

Steel Design (Activate Learning with these NEW ti…

Civil Engineering

ISBN:

9781337094740

Author:

Segui, William T.

Publisher:

Cengage Learning