FutolStructure | Structural Engineering

Analysis Results

Metric	Value	Unit
Total Slab Area	0	m²
Area Balance	0%	beam vs slab
Factored Load	0	kPa
Total / Floor	0	kN
Max Column Load	0	kN
Load Summary (All Floors)
Slab Dead Load	-	kN
Live Load	-	kN
Beam Dead Load	-	kN
Column Dead Load	-	kN
Tie Beam	-	kN
Footings	-	kN
GRAND TOTAL	-	kN

🧱 Blockwall Design

CHB Size: Wall Height (m): Plaster (mm each side): Opening %:

Parameter	Value	Unit
CHB Unit Weight	-	kN/m²
Plaster Weight	-	kN/m²
Gross Wall Weight	-	kN/m²
Net Wall Weight (less openings)	-	kN/m²
LINE LOAD on Beam	-	kN/m

📊 Load Summary

Column	Type	Trib (m²)	Slab DL (kN)	Live (kN)	Beam DL (kN)	Col DL (kN)	Wall (kN)	TOTAL (kN)

🔗 Rebar Schedule

Footing Reinforcement

Footing Type	Size (m)	h (mm)	Main Bars	Spacing	As (mm²)

Column Reinforcement (Preliminary)

Column	Size (mm)	Pu (kN)	ρ (%)	Main Bars	Ties

📋 Bill of Materials

Item	Description	Qty	Unit	Volume (m³)
TOTAL CONCRETE				-
EST. REBAR (kg) @ 80 kg/m³				-

Seismic Analysis (NSCP 2015)

Seismic Zone: Soil Profile: Importance Factor (I): R (Response Modification):

Story Forces

Story	hi (m)	Wi (kN)	Wi*hi	Fi (kN)

Wind Load Analysis (NSCP 2015)

Basic Wind Speed V (m/s): Exposure Category:

Wind Pressure per Story

Story	h (m)	Kz	qz (kPa)	Force (kN)

Beam Design (ACI 318-14)

Beam	b x h (mm)	Span (m)	wu (kN/m)	Mu (kN.m)	As,req (mm2)	Bars	Vu (kN)	Stirrups

Column Check (ACI 318-14)

Column	Size (mm)	Pu (kN)	phi*Pn (kN)	Ratio	rho (%)	Main Bars	Ties	Status

Slab Design (ACI 318-14)

Slab	Type	Lx (m)	Ly (m)	t (mm)	t,min (mm)	Mu (kN.m/m)	As (mm2/m)	Bars

Staircase Loading

Rise (mm): Tread (mm): Waist (mm):

Water Tank Loading

Capacity (liters): Location:

Bar Bending Schedule

Member	Bar Mark	Dia (mm)	No.	Cut Length (m)	Total (m)	Weight (kg)
TOTAL REBAR					-	-

Crack Width Check (ACI 318 S24.3)

Beam	Size	fs (MPa)	dc (mm)	s (mm)	s,max (mm)	Status

Column Slenderness (ACI 318 S6.2)

Column	Size	lu (m)	r (mm)	klu/r	Limit	Class	dns	Status

Ductile Detailing (NSCP/ACI 318 Ch.18)

Column Confinement

Column	Size	lo (mm)	Conf. Tie Dia	Conf. Spacing	Mid Spacing

Beam Confinement

Beam	Size	Zone (2h)	Hoop Spacing	Mid Spacing

Deflection Check (ACI 318 Table 24.2)

Beam	Span (m)	Ig (mm4)	Mcr (kN.m)	Ma (kN.m)	Ie (mm4)	di (mm)	Limit	Status

Load Combinations (NSCP 2015 S203)

#	Combination	Formula	Pu (kN) Max Col

Development Length (ACI 318 S25.4)

Bar Size	db (mm)	Ab (mm2)	ld,tension (mm)	ld,comp (mm)	Lap (Class B)

Foundation Stability Check

Check	Resisting	Overturning	FS	Required	Status

Structural Computation Report

Generate a complete structural computation report including all schedules, design checks, and load analysis.

Project Dashboard

Design Settings

f'c (MPa): fy (MPa): Concrete Cover (mm): Soil Bearing (kPa): Concrete Unit Wt (kN/m3): Steel Unit Wt (kN/m3): Code: Seismic Zone: Importance Factor:

Cost Estimator

Concrete (PHP/m3): Rebar (PHP/kg): Formworks (PHP/m2):

Item	Qty	Unit	Unit Cost	Amount (PHP)
TOTAL STRUCTURAL COST				-

Steel Summary by Diameter

Bar Dia (mm)	Total Length (m)	Weight (kg)	No. of 6m Bars	No. of 9m Bars
TOTAL	-	-	-	-

Retaining Wall Design

Wall Height H (m): Soil Unit Wt (kN/m3): Angle of Friction (deg):

Combined Footing Design

Col 1 Load (kN): Col 2 Load (kN): Distance S (m):

Torsion Check (ACI 318 S22.7)

Beam	Size	Acp (mm2)	pcp (mm)	Tcr (kN.m)	Tu (kN.m)	Status

Concrete Mix Design (ACI 211.1)

Target f'c (MPa): Max Aggregate (mm):

AI Structural Assistant (Kimi)

API Key:

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Column Loads

✓	ID	Type	Start	Floor (kN)	Total (kN)

Beam Loads

Beam	w (kN/m)	R (kN)

X-Direction Spans (m)

Y-Direction Spans (m)

Floors

Ground Floor

Material & Member Sizing

Footing Parameters

Cantilevers (m)

📋 Column Schedule

📋 Beam Schedule

📋 Footing Schedule

📋 Slab Schedule