For the system below, find the maximum stress for the member ECD due to the combined effect of axial and bending moment. 30kN 200mm 4m 200mm Cross section ECD member 4m 80KN A E 4m 4m

Q: Sketch the graph of the cutting moment and bending moment of the structural element below.

A:

Q: Calculate the forces in members BF, BE, and EF. P=30 P kN 3 m B 3 m 3 m D 1 m 3 m 3 m E

A:

Q: Two circular shafts are joined together between fixed supports to resist a torsional moment of 80…

A: Given SteelHollow circularDo=100mmDi=80mmG=150GPa   AluminiumSolid circularD=75mmG=70GPa To Find…

Q: as a crosS as sh own OI Hange (b₂) and the web (b₁) and is subject to a maximum positive moment at…

A:

Q: A RC column of square cross-section (400 x 400 mm²) has its column load-moment interaction diagram…

A: Given- RC column-400×400 mm2Pu=640 kNfck=20 MPaIt is needed to find maximum uniaxial eccentricity…

Q: Sec.: C Q: Draw the shear force and bending moment diagram for the beam shown in Fig. and find…

A:

Q: The maximum stress that can be applied to the part whose cross-section is shown in the figure is 200…

A: Maximum stress that can be applied to cross section = 200MPa. Force, F = 980000N.

Q: How much service live load, in kN/m, can be supported? The member weight is the only dead load. The…

A: Service dead load = 45 kNService live load = 90 kNGross area, Ag = 18400 mm2Radius of gyration, ry =…

Q: For the truss loaded as shown, calculate the axial stress developed in members CD, ND and NK. Use…

A: To find stress in NKND,CD

Q: The frame carrying a 425-kg load is supported by roller at D and smooth pin at A. Assuming single…

A:

Q: A steel portal frame has dimensions, plastic moment capacities and applied loads as shown in the…

A:

Q: A portal frame PQRİS subjected to uniformly varying load of maximum intensity 20 kN on an attached…

A: Given arrangement,

Q: A pipe column is braced to prevent bending and buckling. It is subjected to a compressive load of…

A:

Q: Subject: Date: 10KN 4 kN/m 6 m 米一3m 不im米|3m 3m Figure I Figure I shows the Simply SUpported beam…

A:

Q: 3. Determine the ffg: a. resultant force of the forces shown. (in lb) b. reaction at A and (in lb)…

A:

Q: 180 mm mm 200 mm A B- 3.2 m 1.5 m 30 mm 30 mm

A: The given data is: Allowable Tensile stress = 4 MPa Allowable Compressive stress = 5 MPa Length of…

Q: *R12-8. The member consists of two triangular plastic strips bonded together akong AB. If the glue…

A: Given Data: The allowable shear stress of the glue is τallow=4.2 MPa. The height of each triangular…

Q: F4-34. Replace the loading system by an equivalent resultant force and specify where the resultant's…

A:

Q: DETERMINE THE PROPER POSITION OF THE C- PURLIN IF THE LOAD IS SUBJECTED DOWNWARD. (B) 10 mm 100 10mm…

A:

Q: The force acting on the gear tooth is F-20 Ib. Resolve this force into two componeats acting along…

A: The resolution of F along aa is = F cos60…

Q: The beam is loaded as shown. which of the following nearly gives the maximum momen of the beam in…

A: Concept:- If the loading is symmetrical then load applied on the beam will be equally divided…

Q: Example A04-04. Replace the force system acting on the post by a resultant force and couple moment…

A: We have to find out the the resultant force and moment at point O.

Q: The beam is loaded as shown. which of the following nearly gives the reaction at the roller support…

A: Draw the FBD of the beam. Then using equations of equilibrium the value of unknown reactions can be…

Q: The frame shown in figure below is hinged to rigid supports at A and E. Find the components of the…

A: Note : BC and BD are 2 force members so they are subjected to axial forces only

Q: A built-up section is made from 450mm x 20mm as flanges and 500mm x 20mm as web as shown. All plates…

A: Answer  (A) Calculation of Moment of inertia along the Neutral axis  Since the section is…

Q: Tst Tal Tbw E- 200 GPa E- 1200 GPa E- 70 GPa L-1 m L- 1.8 m L-1.6 m 150 mm 1250 mm 800 mm 200 mm…

A: Data given: Asked: Calculate how much larger the steel wire (Tst) diameter compared to the other…

Q: Figure Q2 shows the steel C-section, a) Show the centre of gravity of the steel C-section b) Based…

A:

Q: Compute the maximum deflection for the beam loaded as shown below 400 Ib 400 Ib 160 Ib/ft 100 Ib/ft…

A: To find Maximum deflection for the beam

Q: The A992 steel bars are pin connected at C. If they each have a diameter of 2 in., determine the…

A: Consider the AC section of the steel bar. Consider the moment equilibrium about point A.…

Q: F T2 Kim-*-Im-*Im-) 30KN

A: Given data:

Q: Which of the following members shown in the figure is a 2-force member? a. AD b. CB c. AB d. EF

A: Explanation :  For a given framed structure, the members DC and EF have no loadings or reaction…

Q: Q3: A rigid beam ABCD is supported as shown. Initially and at room temperature the beam is…

A:

Q: Solve for this please. Thank you!

A: As there are two questions posted, according to guidelines only the first is being answered. Kindly…

Q: For the truss structure in figure 6, draw the appropriate primary structure under unit loads of…

A: Data Given: Asked: Draw primary structure under unit loads of redundant

Q: *RIO-8. The tapered shaft is made from 2014-T6 aluminum alloy, and has a radius which can be…

A: Given: The torque is 450 Nm. Consider the figure,

Q: 100kn 2okn 25kW 50kw A 30° 300 し 3m 3m 3m 20kN 2okn 20ka Solve for FAB, FCH, FeD, FOF inticate units…

A: WELL ,  WE CAN DETERMINE THE FORCES IN THE MEMBERS USING METHOD OF JOINTS.

Q: the beam shown below is subjected to applied moment of 8KN/m and is supported at A by a pinned…

A: For the given beam, the bending moment diagram is to be drawn:

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.