Need Inputs data files (codes) Please determine the maximum shear and moment for

Question

Need Inputs data files (codes) Please determine the maximum shear and moment for each member of the portal-frame provided in Fig 1. The frame will be constructed of steel and the support/joint types and material schedule are provided in Table 1 and Table 2, respectively 50 kN 40 kN Table 1. Supports and joints Node 1.5 Type Pinned Moment (fixed) Shear (hinge) Pinned 4 m Table 2. Materials schedule. Member Material Preliminary Section W12x40 W14x34 W12x40 6 m AB BC CD Steel Steel Steel Fig 1. Preliminary design of frame from architectural plans. Please provide support reactions joint displacements, member forces, shear and moment diagrams, along with recommendations a 7. sing Staad.Pro V8i

Explanation / Answer

INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 2 0; 2 0 6 0; 3 5 6 0; 4 5 0 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 3 TABLE ST W12X40
2 TABLE ST W14X34
CONSTANTS
MATERIAL STEEL ALL
MEMBER RELEASE
2 END MX MY MZ
3 START MX MY MZ
SUPPORTS
1 4 PINNED
LOAD 1 LOADTYPE None TITLE LOAD CASE 1
MEMBER LOAD
3 UNI GX -15 0 6
2 CON GY -50 1.5 0
2 CON GY -40 3.5 0
PERFORM ANALYSIS
FINISH

Related Questions

Navigate

• Browse (All)
• Browse N
• Subjects

---

---

Integrity-first tutoring: explanations and feedback only — we do not complete graded work. Learn more.