Structural working drawings for the frame are not required. I. The basic information: 1. The calculation diagram of an i

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Structural working drawings for the frame are not required. I. The basic information: 1. The calculation diagram of an interior transverse plane frame is shown in Fig.3, in which the span lengths of LAB. IBC and Icp are provided in Table.3 according to the student ID. 2. The representative values of gravity loads for transverse plane frame are shown in Fig.2, where G₁,G₂, G3and G4 are provided in Table.3. 3. The dead loads, the self-weight of slabs, beams, walls and plaster have been taken into account, acting on transverse frame are shown in Fig.3, where g denote uniformly distributed load and G denote concentrated load on the column-beam joints. The values of g and G are provided in Table.3. Partial coefficient for dead load takes 1.2. 4. The live loads acting on transverse frame are shown in Fig.4, where q denote uniformly distributed load. The values of q are provided in Table.3. Partial coefficient takes 1.4. 5. Seismic fortification intensity is 8 degree, design basic acceleration of ground motion is 0.2g. design earthquake group I: Seismic fortification category of buildings is category C; Seismic grade of structure: Grade II; Category of construction site is category III; II. The contents and requirements of design 1. To determine the cross-sectional dimensions of beams and columns, and the employed materials. 2. To calculate lateral stiffness of the transverse plane frame. 3. To calculate the internal forces of the transverse plane frame under horizontal seismic action, and check the story drift. 4. To calculate the internal forces of the transverse plane frame under the vertical loads (including dead loads and live loads). 5. To combine the internal forces for the transverse plane frame. 6. The requisite tables and figures listed inTable. 1 and Table.2 must be provided in your document. 7. Calculation documents must be submitted as PDF (Portable Document Format) file.

Table.1 The requisite table Number Title of the Table 1 The self-weight of beams and columns 2 Linear stiffness of beams 3 Linear stiffness of columns 4 Lateral stiffness D value of transverse frame columns 5 The imaginary displacement at the apex of transverse frame structure 6 The transverse seismic action on each particle and the shear force on each story 7 Lateral displacement checking under horizontal seismic action 8 The standard values of shears and moments of columns under horizontal seismic action The calculating on bending moments and shear forces at beam ends and axial forces of column under seismic action 9 10 Calculating on the bending moments at the fixed ends of frame beam The beam end shears and column axial force under dead load 11 The beam end shears and column axial force under live load Calculating on Mca and x The internal force combination of transverse frame beam The combination of moments and axial forces for exterior columns in transverse frame The combination of shear forces for exterior columns in transverse frame The combination of moments and axial forces for interior columns in transverse frame The combination of shear forces for interior columns in transverse frame 18 Table.2 The requisite figure Number Title of the Figure 1 The calculation diagram of transverse frame 2 The representative value of gravity load for each particle 3 Horizontal seismic action and seismic shear force on each story of the transverse frame The bending moment under horizontal seismic action The shear force at beam ends and axial force on column The diagram of vertical loads acting on transverse frame Diagram of linear stiffness of beam and column Diagram of bending moment distribution for dead load Diagram of bending moment distribution for live load The bending moment diagram of the plane frame under dead load The bending moment diagram of the plane frame under live load 2/5 2MHSCH% 12 13 14 15 16 17 456 7 8 9 10 11

IBC ICD Fig.1 The calculation diagram of transverse frame G₁ G₂ 4.5m 15.3m 11.7m 8.1m 3600mm 3600mm 3600mm G₂ G₁ Fig-2 The representative value of gravity load for each particle (for plane frame) 4500mm

Ga Gy G₂ Gw 84s G 82 81s G₁ 821 gli 84 S LAB ICD Fig.3 The diagram of dead loads acting on transverse frame 94 LAB 1CD Fig.4 The diagram of live loads acting on transverse frame

Student ID Name SABER CHAIMAA 189046005 189046006 NKHATA NSANSA 189046007 ECHARKI MANAL 199046002 MUSEWA BLESSING TAKUWA 199046004 KHALID ADAM 199046005 BENELLOUN BOUTBAG PASSINE 199046006 MEKOLAR AYMANE 199046007 ELBAR IKHLAS 199046008 BAH ALPHA AMADU 199046009 MARDI AMINA 199046010 DANDAJENA FAITHUASH 199046012 SILUNGWE KAFWIMBI 199046016 AU ABDULRAHMAN FARID 199046017 TRAORE BOUBACAR 199046018 MOUSSAOUI ISMAIL 199046019 MASIWA CRAIG 199046020 JAHIR FATEMA BINTE 199046021 FEBERTA SYAHRA ALAIKHA 199046022 HOSSAIN MD RA 199046023 PROTSASHA MD RAPHANUR ISLAM 199046024 NABILI RAHIMA 199046025 WADI KHADIJA 199046027 ISLAM MD NOOR MM Span length Representative values (mm) (KN) /www lac G₁ G₂ G₂ G₁ Ga Ico 6000 2400 521.5 581.4 649.7 35 6300 2700 521.5 581.4 649.7 35 6000 2700 521.5 581.4 649,7 35 6000 3300 536.5 594.6 662.9 35 6300 2700 537.7 598.2 666.5 30 6300 3300 552.7 611.4 679,7 35 6000 2700 550.9 622.8 691.1 38 6000 3300 567.1 637.2 705.5 40 6000 2700 550.9 622.8 691.1 35 6000 3300 567.1 637.2 705.5 6300 2700 568.3 641.4 709.7 3000 545.2 604.8 673.1 6300 6000 3000 529 588 656.3 6300 3000 545.2 604.8 673.1 6300 2700 537.7 598.2 666.5 6000 3000 559 630 698.3 6300 3300 552.7 6114 679.7 40 6000 2400 542.8 6300 2400 542.8 6000 6000 3300 536.5 594.6 662.9 35 615.6 683.9 35 615.6 683.9 45 637.2 705.5 691.1 40 3300 567.1 40 6000 2700 550.9 622.8 6000 3000 559 630 698.3 35 Med Dy Table.3 The parameters for designing Standard values of concentrated dead loads (KN) G₁ Gu G₂G G₂G 45 45 45 45 MM 2% ************ RRRRRRRRRRRRR RRRRRRY 35 35 35 35 35 48 35 48 48 48 45 48 50 45 48 48 48 45 35 40 48 30 45 G 2 30 48 40 48 48 45 40 40 48 30 35 30 48 30 45 ******** 40 30 45 35 45 35 30 40 30 30 45 40 40 30 45 45 45 45 ***** 45 40 45 40 45 45 45 40 40 45 Standard values of distributed dead loads (kN/m) Eu En EXPEE 2 20 18 20 18 20 18 20 18 25 20 20 18 25 25 25 25 25 25 22 20 22 20 20 18 20 18 20 18 24 24 22 20 20 20 20 20 22 20 25 25 22 20 25 25 22 20 22 22 22 22 20 22 24 25 25 24 24 22 22 22 24 24 20 20 24 25 24 25 24 PEN 24 24 24 24 24 24 25 25 25 27 27 24 24 24 24 27 20 20 27 SAIS 25 27 25 27 Standard values of live loads (kN/m) 94 91-924) 10 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 8 8 8 8 8 8 8 8 22×2×222 10 10 8